NH – Natural Hazards
NH1.1 – Recent innovations and advances in flood modeling, assessment and risk management (Including levees and other flood defences)
EGU21-14646 | vPICO presentations | NH1.1 | Highlight
US fluvial, pluvial and coastal flood hazard under current and future climatesPaul Bates, Niall Quinn, Christopher Sampson, Andrew Smith, Oliver Wing, James Savage, Gaia Olcese, Jeison Sosa, and Jeff Neal
This talk reports a new and significantly enhanced analysis of US flood hazard at 30m spatial resolution. For the first time we consider pluvial, fluvial and coastal flood hazards within the same framework and provide projections for both current (rather than historic average) conditions and for future time periods centred on 2035 and 2050 under the RCP4.5 emissions pathway. Validation against high quality local models and the entire catalogue of FEMA 1% annual probability flood maps yielded Critical Success Index values in the range 0.69-0.82. Significant improvements over a previous pluvial/fluvial model version are shown for high frequency events and coastal zones, along with minor improvements in areas where model performance was already good. The result is the first comprehensive and consistent national scale analysis of flood hazard for the conterminous US for both current and future conditions. Even though we consider a stabilization emissions scenario and a near future time horizon we project clear patterns of changing flood hazard (3σ changes in 100yr inundated area of -3.8 to +16% at 1° scale), that are significant when considered as a proportion of the land area where human use is possible or in terms of the currently protected land area where the standard of flood defence protection may become compromised by this time.
How to cite: Bates, P., Quinn, N., Sampson, C., Smith, A., Wing, O., Savage, J., Olcese, G., Sosa, J., and Neal, J.: US fluvial, pluvial and coastal flood hazard under current and future climates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14646, https://doi.org/10.5194/egusphere-egu21-14646, 2021.
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This talk reports a new and significantly enhanced analysis of US flood hazard at 30m spatial resolution. For the first time we consider pluvial, fluvial and coastal flood hazards within the same framework and provide projections for both current (rather than historic average) conditions and for future time periods centred on 2035 and 2050 under the RCP4.5 emissions pathway. Validation against high quality local models and the entire catalogue of FEMA 1% annual probability flood maps yielded Critical Success Index values in the range 0.69-0.82. Significant improvements over a previous pluvial/fluvial model version are shown for high frequency events and coastal zones, along with minor improvements in areas where model performance was already good. The result is the first comprehensive and consistent national scale analysis of flood hazard for the conterminous US for both current and future conditions. Even though we consider a stabilization emissions scenario and a near future time horizon we project clear patterns of changing flood hazard (3σ changes in 100yr inundated area of -3.8 to +16% at 1° scale), that are significant when considered as a proportion of the land area where human use is possible or in terms of the currently protected land area where the standard of flood defence protection may become compromised by this time.
How to cite: Bates, P., Quinn, N., Sampson, C., Smith, A., Wing, O., Savage, J., Olcese, G., Sosa, J., and Neal, J.: US fluvial, pluvial and coastal flood hazard under current and future climates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14646, https://doi.org/10.5194/egusphere-egu21-14646, 2021.
EGU21-1199 | vPICO presentations | NH1.1
Clustering model responses in the frequency space for improved flood risk analysisAnna E. Sikorska-Senoner
Hydrologic models are employed in the flood risk studies to simulate time series of model responses to given inputs. These simulated time series of pseudo-observations can be next statistically analysed and in this way they can extend existing observed records. Simulations of hydrologic models are however associated with modelling uncertainty, often represented through a simulation ensemble with multiple parameter sets. The need of using multiple parameter sets to represent uncertainty is linked however with increased computational costs that may become prohibitive for long-time series and many input scenarios to be analysed. Due to the non-linear input-output relationship in the hydrologic model, a pre-selection of parameter sets is challenging.
This work presents a clustering approach as a tool to learn about the model hydrologic responses in the flood frequency space from the training dataset. Based on this learning process, representative parameter sets are selected that can be directly used in other model applications to derive prediction intervals at much lower computational costs. The study is supported with sensitivity analysis to the number of clusters. Based on results from a small catchment in Switzerland and 10’000 years of streamflow pseudo-observations, it has been found that grouping the full simulation ensemble with 1000 members into 3 to 10 clusters is already suitable to derive commonly applied prediction intervals (90%, 95% or 98%) in the flood frequency space. The proposed clustering approach can be applied in any flood risk analysis to lower the computational costs linked with the use of a hydrologic model.
How to cite: Sikorska-Senoner, A. E.: Clustering model responses in the frequency space for improved flood risk analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1199, https://doi.org/10.5194/egusphere-egu21-1199, 2021.
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Hydrologic models are employed in the flood risk studies to simulate time series of model responses to given inputs. These simulated time series of pseudo-observations can be next statistically analysed and in this way they can extend existing observed records. Simulations of hydrologic models are however associated with modelling uncertainty, often represented through a simulation ensemble with multiple parameter sets. The need of using multiple parameter sets to represent uncertainty is linked however with increased computational costs that may become prohibitive for long-time series and many input scenarios to be analysed. Due to the non-linear input-output relationship in the hydrologic model, a pre-selection of parameter sets is challenging.
This work presents a clustering approach as a tool to learn about the model hydrologic responses in the flood frequency space from the training dataset. Based on this learning process, representative parameter sets are selected that can be directly used in other model applications to derive prediction intervals at much lower computational costs. The study is supported with sensitivity analysis to the number of clusters. Based on results from a small catchment in Switzerland and 10’000 years of streamflow pseudo-observations, it has been found that grouping the full simulation ensemble with 1000 members into 3 to 10 clusters is already suitable to derive commonly applied prediction intervals (90%, 95% or 98%) in the flood frequency space. The proposed clustering approach can be applied in any flood risk analysis to lower the computational costs linked with the use of a hydrologic model.
How to cite: Sikorska-Senoner, A. E.: Clustering model responses in the frequency space for improved flood risk analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1199, https://doi.org/10.5194/egusphere-egu21-1199, 2021.
EGU21-9838 | vPICO presentations | NH1.1 | Highlight
A conflict between traditional flood measures and maintaining river ecosystems. A case study in river Lærdal, NorwayAna Juárez, Knut Alfredsen, Morten Stickler, Ana Adeva-Bustos, Sonia Seguín-Garcia, Bendik Hansen, and Rodrigo Suarez
Floods are among the most damaging natural disasters which are likely to increase with the effects of climate change and changes in land use. Therefore, rivers have been the focus of engineering for establishing structural flood mitigation measures. Traditional flood infrastructure, such as levees and dredging have threatened floodplains and river ecosystems and during the last decade, sustainable reconciliation of freshwater ecosystems is increasing. However, we still find many areas where these traditional measures are proposed and it is challenging to find tools for evaluations of different measures and quantification of the possible impacts. We propose the use of hydraulic modelling and remote sensing data for evaluation of different flood strategies and quantification of changes in hydraulic parameters in an ecological scale. This is applied in Lærdal River, in Norway, a national salmon river specially recognized by its environment for Atlantic salmon, where the Norwegian Water Resources and Energy Directorate (NVE) has proposed l flood measures that include confinement with walls and dredging in the riverbed. Results show that the constructing a higher wall could avoid dredging in the river bed resulting in a most cost-effective solution. Dredging could improve hydraulic conditions for juvenile salmon if applied as river restoration measure but channelization of the river would have big impacts in the river ecosystem.
How to cite: Juárez, A., Alfredsen, K., Stickler, M., Adeva-Bustos, A., Seguín-Garcia, S., Hansen, B., and Suarez, R.: A conflict between traditional flood measures and maintaining river ecosystems. A case study in river Lærdal, Norway, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9838, https://doi.org/10.5194/egusphere-egu21-9838, 2021.
Floods are among the most damaging natural disasters which are likely to increase with the effects of climate change and changes in land use. Therefore, rivers have been the focus of engineering for establishing structural flood mitigation measures. Traditional flood infrastructure, such as levees and dredging have threatened floodplains and river ecosystems and during the last decade, sustainable reconciliation of freshwater ecosystems is increasing. However, we still find many areas where these traditional measures are proposed and it is challenging to find tools for evaluations of different measures and quantification of the possible impacts. We propose the use of hydraulic modelling and remote sensing data for evaluation of different flood strategies and quantification of changes in hydraulic parameters in an ecological scale. This is applied in Lærdal River, in Norway, a national salmon river specially recognized by its environment for Atlantic salmon, where the Norwegian Water Resources and Energy Directorate (NVE) has proposed l flood measures that include confinement with walls and dredging in the riverbed. Results show that the constructing a higher wall could avoid dredging in the river bed resulting in a most cost-effective solution. Dredging could improve hydraulic conditions for juvenile salmon if applied as river restoration measure but channelization of the river would have big impacts in the river ecosystem.
How to cite: Juárez, A., Alfredsen, K., Stickler, M., Adeva-Bustos, A., Seguín-Garcia, S., Hansen, B., and Suarez, R.: A conflict between traditional flood measures and maintaining river ecosystems. A case study in river Lærdal, Norway, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9838, https://doi.org/10.5194/egusphere-egu21-9838, 2021.
EGU21-4723 | vPICO presentations | NH1.1
Combination of geomorphic classifiers through Machine Learning-based techniques for flood hazard assessmentAndrea Magnini, Michele Lombardi, Simone Persiano, Antonio Tirri, Francesco Lo Conti, and Attilio Castellarin
Every year flood events cause worldwide vast economic losses, as well as heavy social and environmental impacts, which have been steadily increasing for the last five decades due to the complex interaction between climate change and anthropogenic pressure (i.e. land-use and land-cover modifications). As a result, the body of literature on flood risk assessment is constantly and rapidly expanding, aiming at developing faster, computationally lighter and more efficient methods relative to the traditional and resource-intensive hydrodynamic numerical models. Recent and reliable fast-processing techniques for flood hazard assessment and mapping consider binary geomorphic classifiers retrieved from the analysis of Digital Elevation Models (DEMs). These procedures (termed herein “DEM-based methods”) produce binary maps distinguishing between floodable and non-floodable areas based on the comparison between the local value of the considered geomorphic classifier and a threshold, which in turn is calibrated against existing flood hazard maps. Previous studies have shown the reliability of DEM-based methods using a single binary classifier, they also highlighted that different classifiers are associated with different performance, depending on the geomorphological, climatic and hydrological characteristics of the study area. The present study maps flood-prone areas and predicts water depth associated with a given non-exceedance probability by combining several geomorphic classifiers and terrain features through regression trees and random forests. We focus on Northern Italy (c.a. 100000 km2, including Po, Adige, Brenta, Bacchiglione and Reno watersheds), and we consider the recently compiled MERIT (Multi-Error Removed Improved-Terrain) DEM, with 3sec-resolution (~90m at the Equator). We select the flood hazard maps provided by (i) the Italian Institute for Environmental Protection and Research (ISPRA), and (ii) the Joint Research Centre (JRC) of the European Commission as reference maps. Our findings (a) confirm the usefulness of machine learning techniques for improving univariate DEM-based flood hazard mapping, (b) enable a discussion on potential and limitations of the approach and (c) suggest promising pathways for further exploring DEM-based approaches for predicting a likely water depth distribution with flood-prone areas.
How to cite: Magnini, A., Lombardi, M., Persiano, S., Tirri, A., Lo Conti, F., and Castellarin, A.: Combination of geomorphic classifiers through Machine Learning-based techniques for flood hazard assessment , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4723, https://doi.org/10.5194/egusphere-egu21-4723, 2021.
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Every year flood events cause worldwide vast economic losses, as well as heavy social and environmental impacts, which have been steadily increasing for the last five decades due to the complex interaction between climate change and anthropogenic pressure (i.e. land-use and land-cover modifications). As a result, the body of literature on flood risk assessment is constantly and rapidly expanding, aiming at developing faster, computationally lighter and more efficient methods relative to the traditional and resource-intensive hydrodynamic numerical models. Recent and reliable fast-processing techniques for flood hazard assessment and mapping consider binary geomorphic classifiers retrieved from the analysis of Digital Elevation Models (DEMs). These procedures (termed herein “DEM-based methods”) produce binary maps distinguishing between floodable and non-floodable areas based on the comparison between the local value of the considered geomorphic classifier and a threshold, which in turn is calibrated against existing flood hazard maps. Previous studies have shown the reliability of DEM-based methods using a single binary classifier, they also highlighted that different classifiers are associated with different performance, depending on the geomorphological, climatic and hydrological characteristics of the study area. The present study maps flood-prone areas and predicts water depth associated with a given non-exceedance probability by combining several geomorphic classifiers and terrain features through regression trees and random forests. We focus on Northern Italy (c.a. 100000 km2, including Po, Adige, Brenta, Bacchiglione and Reno watersheds), and we consider the recently compiled MERIT (Multi-Error Removed Improved-Terrain) DEM, with 3sec-resolution (~90m at the Equator). We select the flood hazard maps provided by (i) the Italian Institute for Environmental Protection and Research (ISPRA), and (ii) the Joint Research Centre (JRC) of the European Commission as reference maps. Our findings (a) confirm the usefulness of machine learning techniques for improving univariate DEM-based flood hazard mapping, (b) enable a discussion on potential and limitations of the approach and (c) suggest promising pathways for further exploring DEM-based approaches for predicting a likely water depth distribution with flood-prone areas.
How to cite: Magnini, A., Lombardi, M., Persiano, S., Tirri, A., Lo Conti, F., and Castellarin, A.: Combination of geomorphic classifiers through Machine Learning-based techniques for flood hazard assessment , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4723, https://doi.org/10.5194/egusphere-egu21-4723, 2021.
EGU21-10445 | vPICO presentations | NH1.1 | Highlight
Exploring Sentinel-1 and Sentinel-2 diversity for Flood inundation mapping using deep learningGoutam Konapala and Sujay Kumar
Identification of flood water extent from satellite images has historically relied on either synthetic aperture radar (SAR) or multi-spectral (MS) imagery. But MS sensors may not penetrate cloud cover, whereas SAR is plagued by operational errors such as noise-like speckle challenging their viability to global flood mapping applications. An attractive alternative is to effectively combine MS data and SAR, i.e., two aspects that can be considered complementary with respect to flood mapping tasks. Therefore, in this study, we explore the diverse bands of Sentinel 2 (S2) derived water indices and Sentinel 1 (S1) derived SAR imagery along with their combinations to access their capability in generating accurate flood inundation maps. For this purpose, a fully connected deep convolutional neural network known as U-Net is applied to combinations of S1 and S2 bands to 446 (training: 313, validating: 44, testing: 89) hand labeled flood inundation extents derived from Sen1Floods11 dataset spanning across 11 flood events. The trained U-net was able to achieve a median F1 score of 0.74 when using DEM and S1 bands as input in comparison to 0.63 when using only S1 bands highlighting the active positive role of DEM in mapping floods. Among the, S2 bands, HSV (Hue, Saturation, Value) transformation of Sentinel 2 data has achieved a median F1 score of 0.94 outperforming the commonly used water spectral indices owing to HSV’s transformation’s superior contrast distinguishing abilities. Also, when combined with Sentinel 1 SAR imagery too, HSV achieves a median F1 score 0.95 outperforming all the well-established water indices in detecting floods in majority of test images.
How to cite: Konapala, G. and Kumar, S.: Exploring Sentinel-1 and Sentinel-2 diversity for Flood inundation mapping using deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10445, https://doi.org/10.5194/egusphere-egu21-10445, 2021.
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Identification of flood water extent from satellite images has historically relied on either synthetic aperture radar (SAR) or multi-spectral (MS) imagery. But MS sensors may not penetrate cloud cover, whereas SAR is plagued by operational errors such as noise-like speckle challenging their viability to global flood mapping applications. An attractive alternative is to effectively combine MS data and SAR, i.e., two aspects that can be considered complementary with respect to flood mapping tasks. Therefore, in this study, we explore the diverse bands of Sentinel 2 (S2) derived water indices and Sentinel 1 (S1) derived SAR imagery along with their combinations to access their capability in generating accurate flood inundation maps. For this purpose, a fully connected deep convolutional neural network known as U-Net is applied to combinations of S1 and S2 bands to 446 (training: 313, validating: 44, testing: 89) hand labeled flood inundation extents derived from Sen1Floods11 dataset spanning across 11 flood events. The trained U-net was able to achieve a median F1 score of 0.74 when using DEM and S1 bands as input in comparison to 0.63 when using only S1 bands highlighting the active positive role of DEM in mapping floods. Among the, S2 bands, HSV (Hue, Saturation, Value) transformation of Sentinel 2 data has achieved a median F1 score of 0.94 outperforming the commonly used water spectral indices owing to HSV’s transformation’s superior contrast distinguishing abilities. Also, when combined with Sentinel 1 SAR imagery too, HSV achieves a median F1 score 0.95 outperforming all the well-established water indices in detecting floods in majority of test images.
How to cite: Konapala, G. and Kumar, S.: Exploring Sentinel-1 and Sentinel-2 diversity for Flood inundation mapping using deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10445, https://doi.org/10.5194/egusphere-egu21-10445, 2021.
EGU21-4187 | vPICO presentations | NH1.1 | Highlight
Improving assessment of flood inundation of Navsari (India) via open-source data and HEC-RAS modelAzazkhan Ibrahimkhan Pathan, Dr.Prasit Girishbhai Agnihotri, Dr. Dhruvesh Patel, and Dr. Critina Prieto
Flooding seems to be the most widespread and common catastrophe in a tropical country such as India. Efficient rainfall, industrial development, huge population, the effect of the tide, and urban growth are actual reasons for flooding in urban coastal regions. Navsari, the city of Gujarat, located 19 km upstream of the Arabian Sea. The city has experienced a devastating flood on 4rth August 2004. Flash flooding and maximum discharge estimated at the Mahuva gauge station of about 8836 m3/sec were responsible for a disaster that resulted in massive damage to property and lives. A two dimensional (2D) flood simulation model is carried out to assessment of flood inundation in an urban coastal area. HEC-RAS is one of the most popular open-source hydraulic software having 2D capabilities including GIS features. In the present study, the distance between the Mahuva gauge station to the Arabian sea was considered for flood inundation assessment, whereas the SRTM 30 m DEM was used for grid generation for Navsari city. The inflow hydrograph was used as the upstream boundary condition, and normal depth was used as the downstream boundary condition during the 4th August 2004 flood event. The unsteady flow simulation was performed and validated for the year of 2004 flood event. The simulated outcomes show that major areas such as Viraval, Kachiawad, Jalalpore, near Railway station, Kaliawad, Tavdi village, and Near TATA School were flooded with 2-4 m depth. Furthermore, the simulated result demonstrates that, if the discharge exceeds 8836 m3/sec in the area of a floodplain, it may take 11 to 13 hours to make the city inundated. The R2 value for the model is 0.9679, which shows that the observed value is the best match with the simulated value. The research study illustrates the accurate flood inundation assessment in the urban coastal area using open-source 2D HEC-RAS model. The present study described the applicability of open-source data and model in flood inundation assessment. The study will fill the gap of flood assessment through 2D HEC-RAS model worldwide areas, which are situated nearby coastal region, accompanied by the benefits of open-source dataset and model.
How to cite: Pathan, A. I., Agnihotri, Dr. P. G., Patel, Dr. D., and Prieto, Dr. C.: Improving assessment of flood inundation of Navsari (India) via open-source data and HEC-RAS model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4187, https://doi.org/10.5194/egusphere-egu21-4187, 2021.
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Flooding seems to be the most widespread and common catastrophe in a tropical country such as India. Efficient rainfall, industrial development, huge population, the effect of the tide, and urban growth are actual reasons for flooding in urban coastal regions. Navsari, the city of Gujarat, located 19 km upstream of the Arabian Sea. The city has experienced a devastating flood on 4rth August 2004. Flash flooding and maximum discharge estimated at the Mahuva gauge station of about 8836 m3/sec were responsible for a disaster that resulted in massive damage to property and lives. A two dimensional (2D) flood simulation model is carried out to assessment of flood inundation in an urban coastal area. HEC-RAS is one of the most popular open-source hydraulic software having 2D capabilities including GIS features. In the present study, the distance between the Mahuva gauge station to the Arabian sea was considered for flood inundation assessment, whereas the SRTM 30 m DEM was used for grid generation for Navsari city. The inflow hydrograph was used as the upstream boundary condition, and normal depth was used as the downstream boundary condition during the 4th August 2004 flood event. The unsteady flow simulation was performed and validated for the year of 2004 flood event. The simulated outcomes show that major areas such as Viraval, Kachiawad, Jalalpore, near Railway station, Kaliawad, Tavdi village, and Near TATA School were flooded with 2-4 m depth. Furthermore, the simulated result demonstrates that, if the discharge exceeds 8836 m3/sec in the area of a floodplain, it may take 11 to 13 hours to make the city inundated. The R2 value for the model is 0.9679, which shows that the observed value is the best match with the simulated value. The research study illustrates the accurate flood inundation assessment in the urban coastal area using open-source 2D HEC-RAS model. The present study described the applicability of open-source data and model in flood inundation assessment. The study will fill the gap of flood assessment through 2D HEC-RAS model worldwide areas, which are situated nearby coastal region, accompanied by the benefits of open-source dataset and model.
How to cite: Pathan, A. I., Agnihotri, Dr. P. G., Patel, Dr. D., and Prieto, Dr. C.: Improving assessment of flood inundation of Navsari (India) via open-source data and HEC-RAS model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4187, https://doi.org/10.5194/egusphere-egu21-4187, 2021.
EGU21-6483 | vPICO presentations | NH1.1
Multi-source flood mapping for rapid impact assessmentKai Schröter, Max Steinhausen, Fabio Brill, Stefan Lüdtke, Daniel Eggert, Bruno Merz, and Heidi Kreibich
Globally increasing flood losses due to anthropogenic climate change and growing exposure underline the need for effective emergency response and recovery. Knowing the inundation situation and resulting losses during or shortly after a flood is crucial for decision making in emergency response and recovery. With increasing amounts of data available from a growing number and diversity of sensors and data sources, data science methods offer great opportunities for combining data and extracting knowledge about flood processes in near real-time.
The main objective of this research is to develop a rapid and reliable flood depth mapping procedure by integrating information from multiple sensors and data sources. The created flood depth maps serve as input for the prediction of flood impacts. This contribution presents outcomes of a demonstration case using the flood of June 2013 in Dresden (Germany) where satellite remote sensing data, water level observations at the gauge Dresden and Volunteered Geographic Information based on social media images providing information about flooding are combined using statistical and machine learning-based data fusion algorithms. A detailed post-event inundation depth map based on terrestrial survey data and aerial images is available as a reference map and is used for evaluation. First results show that the individual datasets have different strengths and weaknesses. The combination of multiple data sources is able to counteract the weaknesses of single datasets and provide a significantly improved flood map and impact assessment. Our work is conducted within the Digital Earth Project (.
How to cite: Schröter, K., Steinhausen, M., Brill, F., Lüdtke, S., Eggert, D., Merz, B., and Kreibich, H.: Multi-source flood mapping for rapid impact assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6483, https://doi.org/10.5194/egusphere-egu21-6483, 2021.
Globally increasing flood losses due to anthropogenic climate change and growing exposure underline the need for effective emergency response and recovery. Knowing the inundation situation and resulting losses during or shortly after a flood is crucial for decision making in emergency response and recovery. With increasing amounts of data available from a growing number and diversity of sensors and data sources, data science methods offer great opportunities for combining data and extracting knowledge about flood processes in near real-time.
The main objective of this research is to develop a rapid and reliable flood depth mapping procedure by integrating information from multiple sensors and data sources. The created flood depth maps serve as input for the prediction of flood impacts. This contribution presents outcomes of a demonstration case using the flood of June 2013 in Dresden (Germany) where satellite remote sensing data, water level observations at the gauge Dresden and Volunteered Geographic Information based on social media images providing information about flooding are combined using statistical and machine learning-based data fusion algorithms. A detailed post-event inundation depth map based on terrestrial survey data and aerial images is available as a reference map and is used for evaluation. First results show that the individual datasets have different strengths and weaknesses. The combination of multiple data sources is able to counteract the weaknesses of single datasets and provide a significantly improved flood map and impact assessment. Our work is conducted within the Digital Earth Project (.
How to cite: Schröter, K., Steinhausen, M., Brill, F., Lüdtke, S., Eggert, D., Merz, B., and Kreibich, H.: Multi-source flood mapping for rapid impact assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6483, https://doi.org/10.5194/egusphere-egu21-6483, 2021.
EGU21-6049 | vPICO presentations | NH1.1 | Highlight
Safety evaluation of buildings under flood impactYoutong Rong, Paul Bates, and Jeffrey Neal
The flood caused by a dam-break event generally contains a large amount of energy, and it can be destructive to the downstream buildings and structures. An experiment-validated three-dimensional numerical model was designed to investigate the impact of dam-break flood on structures with different arrangements. The Eulerian two-phase flow model and the smooth particle dynamics method are applied separately to solve the flow motion, and the deformation characteristics of buildings under the flood impact are evaluated by fluid-structure interaction model. An experiment is constructed to validate the numerical simulation. The results show that the structure suffers a large instantaneous impact pressure when the flood water first contacts the structure, and the value of this pressure can reach 1.5-3.0 times that of the maximum pressure after the first impact, and the maximum total pressure of the upstream building surface is about 1800N. The deformation near the door and windows is obvious, and the maximum deformation can reach 600μm, which further results in the large deformation of the gable and roof on both sides. Moreover, the arrangement of buildings has different blocking effect on flood. The back-row buildings arranged in alignment along the flow direction still has to bear 20% flood impact, and the front row buildings arranged alternately bear 90% high-speed flow impact. The structural damage is evaluated by the material failure criterion, and the weak position of buildings is identified, providing an optimal design of buildings.
How to cite: Rong, Y., Bates, P., and Neal, J.: Safety evaluation of buildings under flood impact, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6049, https://doi.org/10.5194/egusphere-egu21-6049, 2021.
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The flood caused by a dam-break event generally contains a large amount of energy, and it can be destructive to the downstream buildings and structures. An experiment-validated three-dimensional numerical model was designed to investigate the impact of dam-break flood on structures with different arrangements. The Eulerian two-phase flow model and the smooth particle dynamics method are applied separately to solve the flow motion, and the deformation characteristics of buildings under the flood impact are evaluated by fluid-structure interaction model. An experiment is constructed to validate the numerical simulation. The results show that the structure suffers a large instantaneous impact pressure when the flood water first contacts the structure, and the value of this pressure can reach 1.5-3.0 times that of the maximum pressure after the first impact, and the maximum total pressure of the upstream building surface is about 1800N. The deformation near the door and windows is obvious, and the maximum deformation can reach 600μm, which further results in the large deformation of the gable and roof on both sides. Moreover, the arrangement of buildings has different blocking effect on flood. The back-row buildings arranged in alignment along the flow direction still has to bear 20% flood impact, and the front row buildings arranged alternately bear 90% high-speed flow impact. The structural damage is evaluated by the material failure criterion, and the weak position of buildings is identified, providing an optimal design of buildings.
How to cite: Rong, Y., Bates, P., and Neal, J.: Safety evaluation of buildings under flood impact, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6049, https://doi.org/10.5194/egusphere-egu21-6049, 2021.
EGU21-121 | vPICO presentations | NH1.1
Assessment of lumped physically-based numerical models of dyke breachingVincent Schmitz, Grégoire Wylock, Kamal El Kadi Abderrezzak, Ismail Rifai, Michel Pirotton, Sébastien Erpicum, Pierre Archambeau, and Benjamin Dewals
Failure of fluvial dykes often leads to devastating consequences in the protected areas. Overtopping flow is, by far, the most frequent cause of failure of fluvial dykes. Numerical modeling of the breaching mechanisms and induced flow is crucial to assess the risk and guide emergency plans.
Various types of numerical models have been developed for dam and dyke breach simulations, including 2D and 3D morphodynamic models (e.g., Voltz et al., 2017 ; Dazzi et al., 2019 ; Onda et al., 2019). Nevertheless, simpler models are a valuable complement to the detailed models, since they enable fast multiple model runs to test, e.g. a broad range of possible breach locations or to perform uncertainty analysis. Moreover, unlike statistical formulae, physically-based lumped models are reasonably accurate and remain interesting in terms of process-understanding (Wu, 2013 ; Zhong et al., 2017 ; Yanlong, 2020).
Nonetheless, existing lumped physically-based models were developed and tested mostly in frontal configurations, i.e. for the case of breaching of an embankment dam and not a fluvial dyke. Despite similarities in the processes, the breaching mechanisms involved in the case of fluvial dykes differ due to several factors such as a loss of symmetry and flow momentum parallel to the breach (Rifai et al., 2017). Therefore, there is a need to assess the transfer of existing lumped physically-based models to configurations involving fluvial dyke breaching.
Here, we have developed a modular computational modeling framework, in which we are able to implement various physically-based lumped models of dyke breaching. In this framework, we started with our own implementation of the model presented by Wu (2013) and we incorporated a number of changes to the model. Next, we evaluated the model performance for a number of laboratory and field tests covering both frontal (Frank, 2016; Hassan and Morris, 2008) and fluvial (Rifai et al., 2017; 2018; Kakinuma and Shimizu, 2014) configurations. The modular framework we have developed proves also particularly suitable for testing the sensitivity and uncertainties arising from assumptions in the model structure and parameters.
How to cite: Schmitz, V., Wylock, G., El Kadi Abderrezzak, K., Rifai, I., Pirotton, M., Erpicum, S., Archambeau, P., and Dewals, B.: Assessment of lumped physically-based numerical models of dyke breaching, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-121, https://doi.org/10.5194/egusphere-egu21-121, 2021.
Failure of fluvial dykes often leads to devastating consequences in the protected areas. Overtopping flow is, by far, the most frequent cause of failure of fluvial dykes. Numerical modeling of the breaching mechanisms and induced flow is crucial to assess the risk and guide emergency plans.
Various types of numerical models have been developed for dam and dyke breach simulations, including 2D and 3D morphodynamic models (e.g., Voltz et al., 2017 ; Dazzi et al., 2019 ; Onda et al., 2019). Nevertheless, simpler models are a valuable complement to the detailed models, since they enable fast multiple model runs to test, e.g. a broad range of possible breach locations or to perform uncertainty analysis. Moreover, unlike statistical formulae, physically-based lumped models are reasonably accurate and remain interesting in terms of process-understanding (Wu, 2013 ; Zhong et al., 2017 ; Yanlong, 2020).
Nonetheless, existing lumped physically-based models were developed and tested mostly in frontal configurations, i.e. for the case of breaching of an embankment dam and not a fluvial dyke. Despite similarities in the processes, the breaching mechanisms involved in the case of fluvial dykes differ due to several factors such as a loss of symmetry and flow momentum parallel to the breach (Rifai et al., 2017). Therefore, there is a need to assess the transfer of existing lumped physically-based models to configurations involving fluvial dyke breaching.
Here, we have developed a modular computational modeling framework, in which we are able to implement various physically-based lumped models of dyke breaching. In this framework, we started with our own implementation of the model presented by Wu (2013) and we incorporated a number of changes to the model. Next, we evaluated the model performance for a number of laboratory and field tests covering both frontal (Frank, 2016; Hassan and Morris, 2008) and fluvial (Rifai et al., 2017; 2018; Kakinuma and Shimizu, 2014) configurations. The modular framework we have developed proves also particularly suitable for testing the sensitivity and uncertainties arising from assumptions in the model structure and parameters.
How to cite: Schmitz, V., Wylock, G., El Kadi Abderrezzak, K., Rifai, I., Pirotton, M., Erpicum, S., Archambeau, P., and Dewals, B.: Assessment of lumped physically-based numerical models of dyke breaching, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-121, https://doi.org/10.5194/egusphere-egu21-121, 2021.
EGU21-679 | vPICO presentations | NH1.1 | Highlight
How do transitions affect the wave overtopping flow locally as well as downstream?Vera van Bergeijk, Jord Warmink, and Suzanne Hulscher
Wave overtopping on grass-covered dikes results in erosion of the dike cover. Once the dike cover is eroded, the core will be washed away and the dike breaches, leading to flooding of the hinterland. Transitions between grass covers and revetments or geometric transitions are vulnerable for cover erosion and are therefore the most likely locations to initiate dike breach. These transitions affect the overtopping flow and thereby the hydraulic load on the dike cover. For example, bed roughness differences can create additional turbulence and slope changes can result in the formation of a jet that increases the load at the jet impact location. Although it is known that dike cover failure often starts at transitions, the effect of transitions on the hydraulic load remains unknown.
We developed a detailed numerical 2DV model in OpenFOAM for the overtopping flow over the crest and the landward slope of a grass-covered dike. This model is used to study the effects of transitions on the overtopping flow variables including the flow velocity, shear stress, normal stress and pressure. Several types of transitions are studied such as revetment transitions, slope changes and height differences.
The results show that the shear stress, normal stress and pressure increase significantly at geometric transitions such as the transition from the crest to the slope and at the landward toe. The increase depends on the wave volume and the geometry of the dike such as the steepness and length of the landward slope. Furthermore, the results show that roughness changes at revetment transition on a grass-covered crest has no influence on the maximum shear stress, maximum normal stress and maximum pressure. The flow velocity increases from a rough to a smooth revetment, while the opposite occurs for the transition from a smooth to a rough revetment. The variation in the flow velocity is well described by analytical formulas for the maximum flow velocity along the dike profile. These formulas are also able to describe the variation in flow velocity for a revetment transition on a berm on the landward slope. In this case, the shear stress increases from a smooth to a rough revetment and decreases from a rough to a smooth revetment. This means that a rough revetment can locally reduce the shear stress, however the transitions have no effect on the shear stress downstream.
These model results are used to obtain relations for the increase in the hydraulic variables at transitions. These relations can be used to describe the effect of transitions on the hydraulic load in models for grass cover failure by overtopping waves. Accurate descriptions of the hydraulic load in these models will improve the failure assessment of grass-covered dikes with transitions.
How to cite: van Bergeijk, V., Warmink, J., and Hulscher, S.: How do transitions affect the wave overtopping flow locally as well as downstream?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-679, https://doi.org/10.5194/egusphere-egu21-679, 2021.
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Wave overtopping on grass-covered dikes results in erosion of the dike cover. Once the dike cover is eroded, the core will be washed away and the dike breaches, leading to flooding of the hinterland. Transitions between grass covers and revetments or geometric transitions are vulnerable for cover erosion and are therefore the most likely locations to initiate dike breach. These transitions affect the overtopping flow and thereby the hydraulic load on the dike cover. For example, bed roughness differences can create additional turbulence and slope changes can result in the formation of a jet that increases the load at the jet impact location. Although it is known that dike cover failure often starts at transitions, the effect of transitions on the hydraulic load remains unknown.
We developed a detailed numerical 2DV model in OpenFOAM for the overtopping flow over the crest and the landward slope of a grass-covered dike. This model is used to study the effects of transitions on the overtopping flow variables including the flow velocity, shear stress, normal stress and pressure. Several types of transitions are studied such as revetment transitions, slope changes and height differences.
The results show that the shear stress, normal stress and pressure increase significantly at geometric transitions such as the transition from the crest to the slope and at the landward toe. The increase depends on the wave volume and the geometry of the dike such as the steepness and length of the landward slope. Furthermore, the results show that roughness changes at revetment transition on a grass-covered crest has no influence on the maximum shear stress, maximum normal stress and maximum pressure. The flow velocity increases from a rough to a smooth revetment, while the opposite occurs for the transition from a smooth to a rough revetment. The variation in the flow velocity is well described by analytical formulas for the maximum flow velocity along the dike profile. These formulas are also able to describe the variation in flow velocity for a revetment transition on a berm on the landward slope. In this case, the shear stress increases from a smooth to a rough revetment and decreases from a rough to a smooth revetment. This means that a rough revetment can locally reduce the shear stress, however the transitions have no effect on the shear stress downstream.
These model results are used to obtain relations for the increase in the hydraulic variables at transitions. These relations can be used to describe the effect of transitions on the hydraulic load in models for grass cover failure by overtopping waves. Accurate descriptions of the hydraulic load in these models will improve the failure assessment of grass-covered dikes with transitions.
How to cite: van Bergeijk, V., Warmink, J., and Hulscher, S.: How do transitions affect the wave overtopping flow locally as well as downstream?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-679, https://doi.org/10.5194/egusphere-egu21-679, 2021.
EGU21-4338 | vPICO presentations | NH1.1
A transient backward erosion piping model based on laminar flow transport equationsManuel Wewer, Juan Pablo Aguilar-López, Matthijs Kok, and Thom Bogaard
Backward erosion piping (BEP) has been proven to be one of the main failure mechanisms of water-retaining structures worldwide. Dikes, which are often built on sandy aquifers, are particularly vulnerable to this special type of internal erosion. In this research, we propose a numerical solution that combines a 2D Darcy groundwater solution with Exner’s 1D sediment transport mass conservation equation. The inclusion of criteria for incipient particle motion, as well as the linkage of the bedload transport rate to the pipe progression, enables us to build a stable time-dependent piping model. As an estimate of sediment transport, we tested four different empirical transport equations for laminar flow. The model performance was evaluated based on the results of a real-scale dike failure experiment. Through this, we were able to demonstrate the applicability of existing sediment transport equations to the description of particle motion during piping erosion. The proposed transient piping model not only predicts the pipe progression in time, it also allows for an identification of pore pressure transitions due to the erosion process. The main finding of the study is that from the four different modeling approaches for laminar flow, it is recommended to follow the approach of Yalin et al. (1963, 1979) to simulate backward erosion piping in dikes.
How to cite: Wewer, M., Aguilar-López, J. P., Kok, M., and Bogaard, T.: A transient backward erosion piping model based on laminar flow transport equations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4338, https://doi.org/10.5194/egusphere-egu21-4338, 2021.
Backward erosion piping (BEP) has been proven to be one of the main failure mechanisms of water-retaining structures worldwide. Dikes, which are often built on sandy aquifers, are particularly vulnerable to this special type of internal erosion. In this research, we propose a numerical solution that combines a 2D Darcy groundwater solution with Exner’s 1D sediment transport mass conservation equation. The inclusion of criteria for incipient particle motion, as well as the linkage of the bedload transport rate to the pipe progression, enables us to build a stable time-dependent piping model. As an estimate of sediment transport, we tested four different empirical transport equations for laminar flow. The model performance was evaluated based on the results of a real-scale dike failure experiment. Through this, we were able to demonstrate the applicability of existing sediment transport equations to the description of particle motion during piping erosion. The proposed transient piping model not only predicts the pipe progression in time, it also allows for an identification of pore pressure transitions due to the erosion process. The main finding of the study is that from the four different modeling approaches for laminar flow, it is recommended to follow the approach of Yalin et al. (1963, 1979) to simulate backward erosion piping in dikes.
How to cite: Wewer, M., Aguilar-López, J. P., Kok, M., and Bogaard, T.: A transient backward erosion piping model based on laminar flow transport equations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4338, https://doi.org/10.5194/egusphere-egu21-4338, 2021.
EGU21-6541 | vPICO presentations | NH1.1
Future estuarine circulation patterns characterization based on a hydrodynamic models ensembleIsabel Iglesias, José Luís Pinho, Ana Bio, Paulo Avilez-Valente, Willian Melo, José Vieira, Luísa Bastos, and Fernando Veloso-Gomes
Estuarine regions are strategically important from an environmental, economic, and social point of view. To reduce vulnerability and increase resilience, it is crucial to know their dynamics that usually are poorly understood. Numerical models have proven to be an appropriate tool to improve this knowledge and simulate scenarios for future conditions. However, as the modelling results may be inaccurate, the application of the ensembles technique can be very useful in reducing possible uncertainties. In the EsCo-Ensembles project, this technique is proposed to improve hydrodynamic predictions for two Portuguese estuaries: Douro and Minho.
Two already validated numerical models (openTELEMAC-MASCARET and Delft3D), which have demonstrated their ability to accurately describe estuarine hydrodynamic patterns and water elevation for river flow in normal and extreme conditions, were applied. Several scenarios for climate change effects were defined including river flood peak flows for the 100 and 1000 year return periods and sea level extreme values for RCPs 4.5 and 8.5 in 2100.
The results demonstrated a clear difference between the hydrodynamic behaviour of the two estuaries. Model outcomes for the Minho estuary, which is dominated by the tide and therefore by oceanographic conditions, show a pronounced effect of rising sea levels on estuarine hydrodynamics. Whereas, for the Douro estuary, which is heavily dominated by the river flow, the effect of the sea level rise is hardly noticeable during flood events.
These and further results of this ongoing project are expected to (i) provide a complete hydrodynamic characterization of the two estuaries; (ii) evaluate future trends; (iii) estimate the flood risks associated with extreme events and (iv) demonstrate that the combined use of different models reduces their uncertainty and increases the confidence and consistency of the forecasts.
Acknowledgements: To the Strategic Funding UIDB/04423/2020 and UIDP/04423/2020 (FCT and ERDF) and to the project EsCo-Ensembles (PTDC/ECI-EGC/30877/2017, NORTE 2020, Portugal 2020, ERDF and FCT). The authors also want to acknowledge the data provided by EDP, IH and Confederación Hidrográfica Miño-Sil.
How to cite: Iglesias, I., Pinho, J. L., Bio, A., Avilez-Valente, P., Melo, W., Vieira, J., Bastos, L., and Veloso-Gomes, F.: Future estuarine circulation patterns characterization based on a hydrodynamic models ensemble, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6541, https://doi.org/10.5194/egusphere-egu21-6541, 2021.
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Estuarine regions are strategically important from an environmental, economic, and social point of view. To reduce vulnerability and increase resilience, it is crucial to know their dynamics that usually are poorly understood. Numerical models have proven to be an appropriate tool to improve this knowledge and simulate scenarios for future conditions. However, as the modelling results may be inaccurate, the application of the ensembles technique can be very useful in reducing possible uncertainties. In the EsCo-Ensembles project, this technique is proposed to improve hydrodynamic predictions for two Portuguese estuaries: Douro and Minho.
Two already validated numerical models (openTELEMAC-MASCARET and Delft3D), which have demonstrated their ability to accurately describe estuarine hydrodynamic patterns and water elevation for river flow in normal and extreme conditions, were applied. Several scenarios for climate change effects were defined including river flood peak flows for the 100 and 1000 year return periods and sea level extreme values for RCPs 4.5 and 8.5 in 2100.
The results demonstrated a clear difference between the hydrodynamic behaviour of the two estuaries. Model outcomes for the Minho estuary, which is dominated by the tide and therefore by oceanographic conditions, show a pronounced effect of rising sea levels on estuarine hydrodynamics. Whereas, for the Douro estuary, which is heavily dominated by the river flow, the effect of the sea level rise is hardly noticeable during flood events.
These and further results of this ongoing project are expected to (i) provide a complete hydrodynamic characterization of the two estuaries; (ii) evaluate future trends; (iii) estimate the flood risks associated with extreme events and (iv) demonstrate that the combined use of different models reduces their uncertainty and increases the confidence and consistency of the forecasts.
Acknowledgements: To the Strategic Funding UIDB/04423/2020 and UIDP/04423/2020 (FCT and ERDF) and to the project EsCo-Ensembles (PTDC/ECI-EGC/30877/2017, NORTE 2020, Portugal 2020, ERDF and FCT). The authors also want to acknowledge the data provided by EDP, IH and Confederación Hidrográfica Miño-Sil.
How to cite: Iglesias, I., Pinho, J. L., Bio, A., Avilez-Valente, P., Melo, W., Vieira, J., Bastos, L., and Veloso-Gomes, F.: Future estuarine circulation patterns characterization based on a hydrodynamic models ensemble, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6541, https://doi.org/10.5194/egusphere-egu21-6541, 2021.
EGU21-7591 | vPICO presentations | NH1.1
Prediction capabilities of GeoFlood for the delineation of flood-prone areas: the Tiber River case studyClaudia D'Angelo, Paola Passalacqua, Aldo Fiori, and Elena Volpi
Land use and delineation of flood-prone areas require valuable and effective tools, such as flood mapping. Local authorities, in order to prevent and mitigate the effects of flood events, need simplified methodologies for the definition of preliminary flooded areas at a large scale. In this work, we focus on the workflow GeoFlood, which can rapidly convert real-time and forecasted river flow conditions into flooding maps. It is built upon two methodologies, GeoNet and the HAND model, making use only of high-resolution DTMs to define the geomorphological and hydraulic information necessary for flood inundation mapping, thus allowing for large-scale simulations at a reasonable economical and computational cost. GeoFlood potential is tested over the mid-lower portion of the river Tiber (Italy), investigating the conditions under which it is able to reproduce successful inundation extent, considering a 200-year return period scenario. Results are compared to authority maps obtained through standard detailed hydrodynamic approaches. In order to analyze the influence of the main parameters involved, such as DTM resolution, channel segmentation length, and roughness coefficient, a sensitivity analysis is performed. GeoFlood proved to produce efficient and robust results, obtaining a slight over-estimation comparable to that provided by standard costly methods. It is a valid and relatively inexpensive framework for inundation mapping over large scales, considering all the uncertainties involved in any mapping procedure. Also, it can be useful for a preliminary delineation of regions where the investigation based on detailed hydrodynamic models is required.
How to cite: D'Angelo, C., Passalacqua, P., Fiori, A., and Volpi, E.: Prediction capabilities of GeoFlood for the delineation of flood-prone areas: the Tiber River case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7591, https://doi.org/10.5194/egusphere-egu21-7591, 2021.
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Land use and delineation of flood-prone areas require valuable and effective tools, such as flood mapping. Local authorities, in order to prevent and mitigate the effects of flood events, need simplified methodologies for the definition of preliminary flooded areas at a large scale. In this work, we focus on the workflow GeoFlood, which can rapidly convert real-time and forecasted river flow conditions into flooding maps. It is built upon two methodologies, GeoNet and the HAND model, making use only of high-resolution DTMs to define the geomorphological and hydraulic information necessary for flood inundation mapping, thus allowing for large-scale simulations at a reasonable economical and computational cost. GeoFlood potential is tested over the mid-lower portion of the river Tiber (Italy), investigating the conditions under which it is able to reproduce successful inundation extent, considering a 200-year return period scenario. Results are compared to authority maps obtained through standard detailed hydrodynamic approaches. In order to analyze the influence of the main parameters involved, such as DTM resolution, channel segmentation length, and roughness coefficient, a sensitivity analysis is performed. GeoFlood proved to produce efficient and robust results, obtaining a slight over-estimation comparable to that provided by standard costly methods. It is a valid and relatively inexpensive framework for inundation mapping over large scales, considering all the uncertainties involved in any mapping procedure. Also, it can be useful for a preliminary delineation of regions where the investigation based on detailed hydrodynamic models is required.
How to cite: D'Angelo, C., Passalacqua, P., Fiori, A., and Volpi, E.: Prediction capabilities of GeoFlood for the delineation of flood-prone areas: the Tiber River case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7591, https://doi.org/10.5194/egusphere-egu21-7591, 2021.
EGU21-9118 | vPICO presentations | NH1.1
Design of offline reservoirs for flood mitigation by using a structure-based risk frameworkStefano Cipollini, Aldo Fiori, and Elena Volpi
In this work, we present a general framework for design and risk assessment of hydraulic structures for water control. The framework relies on a “structure-based approach”, accounting for both the statistical behavior of the hydrological load acting on the river system and the hydraulic response of the structure to the environmental load. This approach allows for the reduction of a multivariate and complex statistical problem to a univariate one, focusing on the damage. The framework is applied to an offline detention basin for flood mitigation based on a general, yet simplified routing model. Furthermore, a real-world case study application is presented, with the specific aim of discussing the role of the design parameters and their effect on the probability distribution of damage. Results show the robustness and the effectiveness of the approach for applications to real cases and provide design guidance for practitioners.
How to cite: Cipollini, S., Fiori, A., and Volpi, E.: Design of offline reservoirs for flood mitigation by using a structure-based risk framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9118, https://doi.org/10.5194/egusphere-egu21-9118, 2021.
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In this work, we present a general framework for design and risk assessment of hydraulic structures for water control. The framework relies on a “structure-based approach”, accounting for both the statistical behavior of the hydrological load acting on the river system and the hydraulic response of the structure to the environmental load. This approach allows for the reduction of a multivariate and complex statistical problem to a univariate one, focusing on the damage. The framework is applied to an offline detention basin for flood mitigation based on a general, yet simplified routing model. Furthermore, a real-world case study application is presented, with the specific aim of discussing the role of the design parameters and their effect on the probability distribution of damage. Results show the robustness and the effectiveness of the approach for applications to real cases and provide design guidance for practitioners.
How to cite: Cipollini, S., Fiori, A., and Volpi, E.: Design of offline reservoirs for flood mitigation by using a structure-based risk framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9118, https://doi.org/10.5194/egusphere-egu21-9118, 2021.
EGU21-11038 | vPICO presentations | NH1.1
A multilayer soil approach for seepage process analysis in earthen leveesBianca Bonaccorsi, Tommaso Moramarco, Leonardo Valerio Noto, and Silvia Barbetta
Earthen levees protect flood-prone areas during severe flood events. In most cases, however, flooding is the result of the collapse of the embankments due to the seepage through and under the levee body. The description of the seepage line is difficult mainly because of the uncertainty on the hydraulic parameters, first of all the soil hydraulic conductivity. Barbetta et al. (2017) proposed a practical method for the seepage analysis based on the Marchi’s equation for the estimation of the probability of occurrence of the levee seepage which provides a vulnerability index under the assumption that the groundwater level coincides with the ground. Recently, the method has been tested also considering the groundwater level below the ground pointing out that such a condition has a high impact on the levee vulnerability to seepage. However, it does not consider the interactions between seepage process in the levee body and in the foundation.
In this context, this work proposes a new approach for the analysis of the infiltration line through the body and the foundation, considering a multilayer soil and assuming a different soil hydraulic conductivity for each layer. The new equation is obtained starting from the continuity equation and the flow equation.
The saturation line estimated through the Marchi’s equation and the one derived through the new multilayer model equation are compared. The analysis is first addressed to identify a threshold of the ratio between water head and water table beyond which the Marchi’s equation is no longer applicable. Indeed, the Marchi’s equation is valid when the river water head is lower than the water table. Different values of these two variables are analyzed and a threshold ratio equal to 0.57 is identified.
Furthermore, the levee vulnerability to seepage estimated with the two approaches is compared and the levee is found more vulnerable when the new approach is applied. The results indicate that the difference between the two vulnerability approaches decreases as the distance between the groundwater table and the ground level tends to zero. The proposed approach is an attempt to quantify the seepage probability with more realistic levees characteristics, hydraulic and soil parameters.
Barbetta, S., Camici, S., Bertuccioli, P., Palladino, M. R., & Moramarco, T. 2017. Refinement of seepage vulnerability assessment for different flood magnitude in national levee database of Italy. Hydrology Research, 48(3), 763–775. https://doi.org/10.2166/nh.2017.101.
How to cite: Bonaccorsi, B., Moramarco, T., Noto, L. V., and Barbetta, S.: A multilayer soil approach for seepage process analysis in earthen levees, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11038, https://doi.org/10.5194/egusphere-egu21-11038, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Earthen levees protect flood-prone areas during severe flood events. In most cases, however, flooding is the result of the collapse of the embankments due to the seepage through and under the levee body. The description of the seepage line is difficult mainly because of the uncertainty on the hydraulic parameters, first of all the soil hydraulic conductivity. Barbetta et al. (2017) proposed a practical method for the seepage analysis based on the Marchi’s equation for the estimation of the probability of occurrence of the levee seepage which provides a vulnerability index under the assumption that the groundwater level coincides with the ground. Recently, the method has been tested also considering the groundwater level below the ground pointing out that such a condition has a high impact on the levee vulnerability to seepage. However, it does not consider the interactions between seepage process in the levee body and in the foundation.
In this context, this work proposes a new approach for the analysis of the infiltration line through the body and the foundation, considering a multilayer soil and assuming a different soil hydraulic conductivity for each layer. The new equation is obtained starting from the continuity equation and the flow equation.
The saturation line estimated through the Marchi’s equation and the one derived through the new multilayer model equation are compared. The analysis is first addressed to identify a threshold of the ratio between water head and water table beyond which the Marchi’s equation is no longer applicable. Indeed, the Marchi’s equation is valid when the river water head is lower than the water table. Different values of these two variables are analyzed and a threshold ratio equal to 0.57 is identified.
Furthermore, the levee vulnerability to seepage estimated with the two approaches is compared and the levee is found more vulnerable when the new approach is applied. The results indicate that the difference between the two vulnerability approaches decreases as the distance between the groundwater table and the ground level tends to zero. The proposed approach is an attempt to quantify the seepage probability with more realistic levees characteristics, hydraulic and soil parameters.
Barbetta, S., Camici, S., Bertuccioli, P., Palladino, M. R., & Moramarco, T. 2017. Refinement of seepage vulnerability assessment for different flood magnitude in national levee database of Italy. Hydrology Research, 48(3), 763–775. https://doi.org/10.2166/nh.2017.101.
How to cite: Bonaccorsi, B., Moramarco, T., Noto, L. V., and Barbetta, S.: A multilayer soil approach for seepage process analysis in earthen levees, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11038, https://doi.org/10.5194/egusphere-egu21-11038, 2021.
EGU21-15435 | vPICO presentations | NH1.1
Predicting drought-induced cracks in dikes with machine learning algorithmsShaniel Chotkan, Juan Pablo Aguilar-López, Raymond van der Meij, Phil Vardon, Wouter Jan Klerk, and Juan Carlos Chacon Hurtado
During intense periods of drought, the development of cracks is observed in peat and clay dikes. Asset managers of the dikes increase the inspection frequency in times of drought to be able to monitor these cracks. Significant development of the cracks contributes to the development of different failure mechanisms. In this study, the occurrence of the cracks is predicted at a large spatial scale. An inspection database in which the observations from the last three years are stored is used as the basis. The database contains hundreds of observed cracks including the location and time in which they were observed. The database was extended with attributes such as the precipitation deficit, the peat width at the surface, the orientation of the dike body, the subsidence of the dike body and the soil stiffness. Decision tree algorithms were then used to classify which circumstances will lead to cracks and which circumstances will not. From the resulting decision trees it was deduced that high precipitation deficits, low soil stiffness and the peat width can be used as the main predictors for the occurrence of cracks. Both subsidence of the foundation and the dike body being orientated to the sunny side are also contributors, although less prominent. Time-independent cracking criteria were then used to classify which regions are prone to cracking. Dikes which are rich in peat with a low stiffness were thus highlighted. The Mathews correlation coefficient was used as performance criteria resulting in a 0.3 value for the obtained tree. Application of a random forest increased the coefficient to 0.8. An important conclusion is that proper monitoring of the peat width, soil stiffness and precipitation may result in better asset management.
How to cite: Chotkan, S., Aguilar-López, J. P., van der Meij, R., Vardon, P., Jan Klerk, W., and Chacon Hurtado, J. C.: Predicting drought-induced cracks in dikes with machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15435, https://doi.org/10.5194/egusphere-egu21-15435, 2021.
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During intense periods of drought, the development of cracks is observed in peat and clay dikes. Asset managers of the dikes increase the inspection frequency in times of drought to be able to monitor these cracks. Significant development of the cracks contributes to the development of different failure mechanisms. In this study, the occurrence of the cracks is predicted at a large spatial scale. An inspection database in which the observations from the last three years are stored is used as the basis. The database contains hundreds of observed cracks including the location and time in which they were observed. The database was extended with attributes such as the precipitation deficit, the peat width at the surface, the orientation of the dike body, the subsidence of the dike body and the soil stiffness. Decision tree algorithms were then used to classify which circumstances will lead to cracks and which circumstances will not. From the resulting decision trees it was deduced that high precipitation deficits, low soil stiffness and the peat width can be used as the main predictors for the occurrence of cracks. Both subsidence of the foundation and the dike body being orientated to the sunny side are also contributors, although less prominent. Time-independent cracking criteria were then used to classify which regions are prone to cracking. Dikes which are rich in peat with a low stiffness were thus highlighted. The Mathews correlation coefficient was used as performance criteria resulting in a 0.3 value for the obtained tree. Application of a random forest increased the coefficient to 0.8. An important conclusion is that proper monitoring of the peat width, soil stiffness and precipitation may result in better asset management.
How to cite: Chotkan, S., Aguilar-López, J. P., van der Meij, R., Vardon, P., Jan Klerk, W., and Chacon Hurtado, J. C.: Predicting drought-induced cracks in dikes with machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15435, https://doi.org/10.5194/egusphere-egu21-15435, 2021.
EGU21-12223 | vPICO presentations | NH1.1
Simulation of a small scale model of dike susceptible to suffusionRachel Gelet, Alaa Kodieh, and Didier Marot
EGU21-14904 | vPICO presentations | NH1.1
Proof of Concept with Distributed Temperature Sensing for Crack Detection on DikesLeonardo Duarte Campos and Juan Pablo Aguilar López
Cracks occurring on dike surfaces due to droughts, are a big threat for the safety of flood defence infrastructure as they increase infiltration rates and reduce the resistance to mass rotational failure (slope stability). Hence, an effective and sustainable monitoring system for crack detection is of paramount importance given the increase in frequency of drought events. Conventional methods heavily rely on visual inspections by expert observers, drone technologies survey, or destructive techniques such as sampling and trenching. Most of them result sparse qualitative and labor-intensive assessments. In this project, we aim to develop a method which combines two different sensing techniques —distributed temperature sensing (DTS) and conventional video cameras— for detecting the cracks on the dike surface. In contrast to earlier studies using DTS to measure the temperature changes during high water levels in the riverside slope and to detect seepage changes, we will be measuring the superficial moisture content on the riverside and the landside slopes of the dike, and use it as a proxy for crack detection in combination with the camera images and deep learning techniques. It is expected that by including the DTS measurements, the detection of cracks may outperform the actual methods in an economically and more densely manner along several kilometers of dikes in real time.
How to cite: Duarte Campos, L. and Aguilar López, J. P.: Proof of Concept with Distributed Temperature Sensing for Crack Detection on Dikes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14904, https://doi.org/10.5194/egusphere-egu21-14904, 2021.
Cracks occurring on dike surfaces due to droughts, are a big threat for the safety of flood defence infrastructure as they increase infiltration rates and reduce the resistance to mass rotational failure (slope stability). Hence, an effective and sustainable monitoring system for crack detection is of paramount importance given the increase in frequency of drought events. Conventional methods heavily rely on visual inspections by expert observers, drone technologies survey, or destructive techniques such as sampling and trenching. Most of them result sparse qualitative and labor-intensive assessments. In this project, we aim to develop a method which combines two different sensing techniques —distributed temperature sensing (DTS) and conventional video cameras— for detecting the cracks on the dike surface. In contrast to earlier studies using DTS to measure the temperature changes during high water levels in the riverside slope and to detect seepage changes, we will be measuring the superficial moisture content on the riverside and the landside slopes of the dike, and use it as a proxy for crack detection in combination with the camera images and deep learning techniques. It is expected that by including the DTS measurements, the detection of cracks may outperform the actual methods in an economically and more densely manner along several kilometers of dikes in real time.
How to cite: Duarte Campos, L. and Aguilar López, J. P.: Proof of Concept with Distributed Temperature Sensing for Crack Detection on Dikes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14904, https://doi.org/10.5194/egusphere-egu21-14904, 2021.
EGU21-15294 | vPICO presentations | NH1.1
Development of Flood Forecasting System for Someshwari-Kangsa Sub-watershed of Bangladesh-India Using Different Machine Learning TechniquesMd Hamidul Haque, Mushtari Sadia, and Mashiat Mustaq
Floods are natural disasters caused mainly due to heavy or excessive rainfall. They induce massive economic losses in Bangladesh every year. Physically-based flood prediction models have been used over the years where simplified forms of physical laws are used to reduce calculations' complexity. It sometimes leads to oversimplification and inaccuracy in the prediction. Moreover, a physically-based model requires intensive monitoring datasets for calibration, accurate soil properties information, and a heavy computational facility, creating an impediment for quick, economical and precise short-term prediction. Researchers have tried different approaches like empirical data-driven models, especially machine learning-based models, to offer an alternative approach to the physically-based models but focused on developing only one machine learning (ML) technique at a time (i.e., ANN, MLP, etc.). There are many other techniques, algorithms, and models in machine learning (ML) technology that have the potential to be effective and efficient in flood forecasting. In this study, five different machine learning algorithms- exponent back propagation neural network (EBPNN), multilayer perceptron (MLP), support vector regression (SVR), DT Regression (DTR), and extreme gradient boosting (XGBoost) were used to develop total 180 independent models based on a different combination of time lags for input data and lead time in forecast. Models were developed for Someshwari-Kangsa sub-watershed of Bangladesh's North Central hydrological region with 5772 km2 drainage area. It is also a data-scarce region with only three hydrological and hydro-meteorological stations for the whole sub-watershed. This region mostly suffers extreme meteorological events driven flooding. Therefore, satellite-based precipitation, temperature, relative humidity, wind speed data, and observed water level data from the Bangladesh Water Development Board (BWDB) were used as input and response variables.
For comparison, the accuracy of these models was evaluated using different statistical indices - coefficient of determination, mean square error (MSE), mean absolute error (MAE), mean relative error (MRE), explained variance score and normalized centred root mean square error (NCRMSE). Developed models were ranked based on the coefficient of determination (R2) value. All the models performed well with R2 being greater than 0.85 in most cases. Further analysis of the model results showed that most of the models performed well for forecasting 24-hour lead time water level. Models developed using XGBoost algorithm outperformed other models in all metrics. Moreover, each of the algorithms' best-performed models was extended further up to 20 days lead time to generate forecasting horizon. Models demonstrated remarkable consistency in their performance with the coefficient of determination (R2) being greater than 0.70 at 20 days lead-time of forecasting horizon in most cases except the DTR-based model. For 10- and 5-days lead time of forecasting horizon, it was greater than 0.75 and 0.80 respectively, for all the model extended. This study concludes that the machine algorithm-based data-driven model can be a powerful tool for flood forecasting in data-scarce regions with excellent accuracy, quick building and running time, and economic feasibility.
How to cite: Haque, M. H., Sadia, M., and Mustaq, M.: Development of Flood Forecasting System for Someshwari-Kangsa Sub-watershed of Bangladesh-India Using Different Machine Learning Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15294, https://doi.org/10.5194/egusphere-egu21-15294, 2021.
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Floods are natural disasters caused mainly due to heavy or excessive rainfall. They induce massive economic losses in Bangladesh every year. Physically-based flood prediction models have been used over the years where simplified forms of physical laws are used to reduce calculations' complexity. It sometimes leads to oversimplification and inaccuracy in the prediction. Moreover, a physically-based model requires intensive monitoring datasets for calibration, accurate soil properties information, and a heavy computational facility, creating an impediment for quick, economical and precise short-term prediction. Researchers have tried different approaches like empirical data-driven models, especially machine learning-based models, to offer an alternative approach to the physically-based models but focused on developing only one machine learning (ML) technique at a time (i.e., ANN, MLP, etc.). There are many other techniques, algorithms, and models in machine learning (ML) technology that have the potential to be effective and efficient in flood forecasting. In this study, five different machine learning algorithms- exponent back propagation neural network (EBPNN), multilayer perceptron (MLP), support vector regression (SVR), DT Regression (DTR), and extreme gradient boosting (XGBoost) were used to develop total 180 independent models based on a different combination of time lags for input data and lead time in forecast. Models were developed for Someshwari-Kangsa sub-watershed of Bangladesh's North Central hydrological region with 5772 km2 drainage area. It is also a data-scarce region with only three hydrological and hydro-meteorological stations for the whole sub-watershed. This region mostly suffers extreme meteorological events driven flooding. Therefore, satellite-based precipitation, temperature, relative humidity, wind speed data, and observed water level data from the Bangladesh Water Development Board (BWDB) were used as input and response variables.
For comparison, the accuracy of these models was evaluated using different statistical indices - coefficient of determination, mean square error (MSE), mean absolute error (MAE), mean relative error (MRE), explained variance score and normalized centred root mean square error (NCRMSE). Developed models were ranked based on the coefficient of determination (R2) value. All the models performed well with R2 being greater than 0.85 in most cases. Further analysis of the model results showed that most of the models performed well for forecasting 24-hour lead time water level. Models developed using XGBoost algorithm outperformed other models in all metrics. Moreover, each of the algorithms' best-performed models was extended further up to 20 days lead time to generate forecasting horizon. Models demonstrated remarkable consistency in their performance with the coefficient of determination (R2) being greater than 0.70 at 20 days lead-time of forecasting horizon in most cases except the DTR-based model. For 10- and 5-days lead time of forecasting horizon, it was greater than 0.75 and 0.80 respectively, for all the model extended. This study concludes that the machine algorithm-based data-driven model can be a powerful tool for flood forecasting in data-scarce regions with excellent accuracy, quick building and running time, and economic feasibility.
How to cite: Haque, M. H., Sadia, M., and Mustaq, M.: Development of Flood Forecasting System for Someshwari-Kangsa Sub-watershed of Bangladesh-India Using Different Machine Learning Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15294, https://doi.org/10.5194/egusphere-egu21-15294, 2021.
EGU21-15322 | vPICO presentations | NH1.1
A state-based and optimal path dependant short-term flood planningMengke Ni and Tohid Erfani
Temporary flood protective defences (TFPD) are supplementary to permanent engineering solutions. In a flood event, asset managers are faced with a challenging task of deploying large-scale temporary defences at multiple locations. As the performance of temporary defences is sensitive to various uncertain weather condition factors, it is difficult to fix a single specific deployment plan as the optimal solution. This, moreover, leads to insufficient and/or underused defences on flood-affected locations. This paper describes a state-based (SB) mathematical modelling approach to deal with above challenge by adapting TFPD strategies consistently to short-term future as they unfold. We employ multistage stochastic and scenario tree to identify a set of alternative SB optimal paths for deployment planning. The proposed model is applied to nine flood-affected locations in Carlisle, northwest England. The results indicate that the inclusion of SB path-dependant solution strategy are beneficial for the flood asset manager faced with making short-term deployment planning decisions.
How to cite: Ni, M. and Erfani, T.: A state-based and optimal path dependant short-term flood planning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15322, https://doi.org/10.5194/egusphere-egu21-15322, 2021.
Temporary flood protective defences (TFPD) are supplementary to permanent engineering solutions. In a flood event, asset managers are faced with a challenging task of deploying large-scale temporary defences at multiple locations. As the performance of temporary defences is sensitive to various uncertain weather condition factors, it is difficult to fix a single specific deployment plan as the optimal solution. This, moreover, leads to insufficient and/or underused defences on flood-affected locations. This paper describes a state-based (SB) mathematical modelling approach to deal with above challenge by adapting TFPD strategies consistently to short-term future as they unfold. We employ multistage stochastic and scenario tree to identify a set of alternative SB optimal paths for deployment planning. The proposed model is applied to nine flood-affected locations in Carlisle, northwest England. The results indicate that the inclusion of SB path-dependant solution strategy are beneficial for the flood asset manager faced with making short-term deployment planning decisions.
How to cite: Ni, M. and Erfani, T.: A state-based and optimal path dependant short-term flood planning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15322, https://doi.org/10.5194/egusphere-egu21-15322, 2021.
EGU21-12779 | vPICO presentations | NH1.1 | Highlight
Can soils act as environmental sponges to help reduce flooding?Joshua Ahmed, Robert E. Thomas, Joshua Johnson, Edward Rollason, Christopher Skinner, and Daniel R. Parsons
Flooding presents a serious socioeconomic challenge to riverine communities across the world, impacting >300 million people each year and causing loss of life, damage to infrastructure, long-term mental and physical health problems, and threatening food security. Across many parts of the globe, including north-west Europe, climate change is projected to increase the magnitude, frequency, and intensity of rainfall events, thus exacerbating future flood risk and increasing the demand for flood alleviation schemes. Historically, flood prevention strategies have focused on constructing hard defences that restrict the overbank flows and aim to convey them downstream. However, as floods become larger and more difficult to predict, the construction of ever-higher defences becomes unfeasible. As such, natural-based solutions are being adopted as a more cost-effective and sustainable approach to managing flood waters through upland attenuation in leaky dams and offline storage in reservoirs in the lowlands. Here we demonstrate the feasibility and efficacy of using agricultural soils as “environmental sponges” to retain moisture and reduce downstream flood peaks in a heavily-managed lowland catchment. We use combined field, laboratory, and modelling approach to quantify how increases in soil organic matter – introduced through cover crops – can increase soil moisture retention at the field scale and perform groundwater and catchment modelling scenarios to assess how these changes can be extrapolated up to the catchment scale and used to forecast changes in downstream flood risk across a suite of future hydro-climatic and soil management scenarios.
How to cite: Ahmed, J., Thomas, R. E., Johnson, J., Rollason, E., Skinner, C., and Parsons, D. R.: Can soils act as environmental sponges to help reduce flooding?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12779, https://doi.org/10.5194/egusphere-egu21-12779, 2021.
Flooding presents a serious socioeconomic challenge to riverine communities across the world, impacting >300 million people each year and causing loss of life, damage to infrastructure, long-term mental and physical health problems, and threatening food security. Across many parts of the globe, including north-west Europe, climate change is projected to increase the magnitude, frequency, and intensity of rainfall events, thus exacerbating future flood risk and increasing the demand for flood alleviation schemes. Historically, flood prevention strategies have focused on constructing hard defences that restrict the overbank flows and aim to convey them downstream. However, as floods become larger and more difficult to predict, the construction of ever-higher defences becomes unfeasible. As such, natural-based solutions are being adopted as a more cost-effective and sustainable approach to managing flood waters through upland attenuation in leaky dams and offline storage in reservoirs in the lowlands. Here we demonstrate the feasibility and efficacy of using agricultural soils as “environmental sponges” to retain moisture and reduce downstream flood peaks in a heavily-managed lowland catchment. We use combined field, laboratory, and modelling approach to quantify how increases in soil organic matter – introduced through cover crops – can increase soil moisture retention at the field scale and perform groundwater and catchment modelling scenarios to assess how these changes can be extrapolated up to the catchment scale and used to forecast changes in downstream flood risk across a suite of future hydro-climatic and soil management scenarios.
How to cite: Ahmed, J., Thomas, R. E., Johnson, J., Rollason, E., Skinner, C., and Parsons, D. R.: Can soils act as environmental sponges to help reduce flooding?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12779, https://doi.org/10.5194/egusphere-egu21-12779, 2021.
EGU21-15210 | vPICO presentations | NH1.1
A (semi-)probabilistic storm surge EWS implementation for the Emilia-Romagna region (Italy)Luis Germano Biolchi, Silvia Unguendoli, Lidia Bressan, Beatrice Maria Sole Giambastiani, and Andrea Valentini
The low lying and sandy coastal areas of the Emilia-Romagna region are heavily threatened by sea storms, often leading to flooding and coastal erosion events with severe impacts on citizens’ quality of life, damages to the cultural heritage and effects on economic activities (e.g. aquaculture, fisheries, tourism, beach facilities). Climate change projections reinforce the need of strategies and tools to prevent damages and promptly react to extreme events. In this context and in the framework of non-structural mitigation measures, the Hydro-Meteo-Climate Service of Arpae Emilia-Romagna (Arpae-SIMC) developed and operationally manages a Coastal Early Warning System (EWS) for the Emilia-Romagna Region (Northeast Italy).
The EWS was developed during the EU Project FP7-MICORE and it is a state-of-the-art coastal forecasting system that follows a chain of operational numerical models: the meteorological model COSMO, the wave model SWAN-MEDITARE, the ocean model AdriaROMS, and the morphodynamic model XBeach. The latter is currently implemented on a series of cross-shore beach profiles covering eight locations distributed along the Emilia-Romagna shore. Deterministic daily forecasts (72-hours) are generated and Storm Impact Indicators (SIIs) used to assess sea-storm induced coastal risk along the region’s littoral (geo.regione.emilia-romagna.it/schede/ews).
It is widely known that among the limitations of deterministic approaches, the lack of uncertainty estimation is often problematic as decision-makers might be misled if the only forecast available underestimates (or overestimates) incoming conditions. Hence, following the success of probabilistic forecasting in meteorological applications, storm surge EWSs following ensemble frameworks have been recently developed, allowing for more information available to sustain the decision-making process. Towards the new paradigm change, one of the foreseen outputs of the European Interreg Italy-Croatia CBC Programme project Strategic development of flood management (STREAM) involves the development of a “probabilistic EWS for coastal risk implemented and tested on at least one location along the Emilia-Romagna Coast”.
The initial implementation of the (semi-)probabilistic framework benefits from the EU ADRION I-STORMS (Integrated Sea Storm Management Strategies) project outcomes, in which wave and sea level multi-model ensembles were developed for the Adriatic Sea giving origin to the Transnational Multi-Model Ensemble (TMES). The TMES was made available as one of the six Integrated Web System (IWS) components, combining five wave and six sea level forecasting systems as means to provide 48-hour forecasts in terms of sea level and wave characteristics (Hs, Tm and Dm). Ensemble mean and standard deviation (SD) are calculated based on different forecasting systems’ results. In the initial approach, four TMES combinations have been tested as XBeach forcing: the TMES mean; the mean minus one SD; the mean plus one SD; the mean plus two SDs. Two months were analyzed together with the already implemented deterministic system for two profiles along the region’s coast.
The methodology followed for the test period will be shown as well as the results. Furthermore, the methodology under development will be also shown as means to enhance the discussion involving storm surge ensemble applications.
How to cite: Germano Biolchi, L., Unguendoli, S., Bressan, L., Giambastiani, B. M. S., and Valentini, A.: A (semi-)probabilistic storm surge EWS implementation for the Emilia-Romagna region (Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15210, https://doi.org/10.5194/egusphere-egu21-15210, 2021.
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The low lying and sandy coastal areas of the Emilia-Romagna region are heavily threatened by sea storms, often leading to flooding and coastal erosion events with severe impacts on citizens’ quality of life, damages to the cultural heritage and effects on economic activities (e.g. aquaculture, fisheries, tourism, beach facilities). Climate change projections reinforce the need of strategies and tools to prevent damages and promptly react to extreme events. In this context and in the framework of non-structural mitigation measures, the Hydro-Meteo-Climate Service of Arpae Emilia-Romagna (Arpae-SIMC) developed and operationally manages a Coastal Early Warning System (EWS) for the Emilia-Romagna Region (Northeast Italy).
The EWS was developed during the EU Project FP7-MICORE and it is a state-of-the-art coastal forecasting system that follows a chain of operational numerical models: the meteorological model COSMO, the wave model SWAN-MEDITARE, the ocean model AdriaROMS, and the morphodynamic model XBeach. The latter is currently implemented on a series of cross-shore beach profiles covering eight locations distributed along the Emilia-Romagna shore. Deterministic daily forecasts (72-hours) are generated and Storm Impact Indicators (SIIs) used to assess sea-storm induced coastal risk along the region’s littoral (geo.regione.emilia-romagna.it/schede/ews).
It is widely known that among the limitations of deterministic approaches, the lack of uncertainty estimation is often problematic as decision-makers might be misled if the only forecast available underestimates (or overestimates) incoming conditions. Hence, following the success of probabilistic forecasting in meteorological applications, storm surge EWSs following ensemble frameworks have been recently developed, allowing for more information available to sustain the decision-making process. Towards the new paradigm change, one of the foreseen outputs of the European Interreg Italy-Croatia CBC Programme project Strategic development of flood management (STREAM) involves the development of a “probabilistic EWS for coastal risk implemented and tested on at least one location along the Emilia-Romagna Coast”.
The initial implementation of the (semi-)probabilistic framework benefits from the EU ADRION I-STORMS (Integrated Sea Storm Management Strategies) project outcomes, in which wave and sea level multi-model ensembles were developed for the Adriatic Sea giving origin to the Transnational Multi-Model Ensemble (TMES). The TMES was made available as one of the six Integrated Web System (IWS) components, combining five wave and six sea level forecasting systems as means to provide 48-hour forecasts in terms of sea level and wave characteristics (Hs, Tm and Dm). Ensemble mean and standard deviation (SD) are calculated based on different forecasting systems’ results. In the initial approach, four TMES combinations have been tested as XBeach forcing: the TMES mean; the mean minus one SD; the mean plus one SD; the mean plus two SDs. Two months were analyzed together with the already implemented deterministic system for two profiles along the region’s coast.
The methodology followed for the test period will be shown as well as the results. Furthermore, the methodology under development will be also shown as means to enhance the discussion involving storm surge ensemble applications.
How to cite: Germano Biolchi, L., Unguendoli, S., Bressan, L., Giambastiani, B. M. S., and Valentini, A.: A (semi-)probabilistic storm surge EWS implementation for the Emilia-Romagna region (Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15210, https://doi.org/10.5194/egusphere-egu21-15210, 2021.
NH1.3 – Extreme heat events: processes, impacts and adaptation
EGU21-2582 | vPICO presentations | NH1.3
Trends in heat stress over Europe over the 20th centuryJoakim Kjellsson, Nils Niebaum, and Robin Pilch Kedzierski
We investigate how European heat waves and their associated heat stress on humans have changed over the 20th century. We find that the heat stress has increased, even in regions where heat waves have not become warmer. As heat stress increases over wide areas of Europe there is also an increase in the total population affected by the heat stress.
Heat waves pose a serious health risk to humans by reducing our ability to shed heat. We have studied the occurrence and intensity of heat waves as well as a heat stress index based on simplified wet-bulb globe temperature using data from ERA-20C reanalysis 1900-2010. Over the 110 years of data we find an overall warming of the air temperatures and dew point. The 98th percentile of both air temperature has increased by more than 1.5°C over large areas of Europe.
We find an overall increase in heat wave days per year as well as an increase of air temperature during heat waves over most of Europe. As such, many densely populated areas exhibit increased heat stress during heat waves. For example, the mean heat stress during heat wave days over Paris has increased by one level, from “alert” in 1900-1930 to “caution” in 1980-2010. The fraction of the population exposed to heat waves has increased by 10%/century in central Europe and 25%/century over the Mediterranean.
We find more heat waves during 1920 - 1950, which may be related to the positive phase of the Atlantic Multidecadal Variation (AMV). This suggests that the heat stress during European heat waves may also be influenced by internal climate variability, and large-ensemble model simulations may be used to disentangle the effects of natural variability and anthropogenic forcing.
How to cite: Kjellsson, J., Niebaum, N., and Pilch Kedzierski, R.: Trends in heat stress over Europe over the 20th century, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2582, https://doi.org/10.5194/egusphere-egu21-2582, 2021.
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We investigate how European heat waves and their associated heat stress on humans have changed over the 20th century. We find that the heat stress has increased, even in regions where heat waves have not become warmer. As heat stress increases over wide areas of Europe there is also an increase in the total population affected by the heat stress.
Heat waves pose a serious health risk to humans by reducing our ability to shed heat. We have studied the occurrence and intensity of heat waves as well as a heat stress index based on simplified wet-bulb globe temperature using data from ERA-20C reanalysis 1900-2010. Over the 110 years of data we find an overall warming of the air temperatures and dew point. The 98th percentile of both air temperature has increased by more than 1.5°C over large areas of Europe.
We find an overall increase in heat wave days per year as well as an increase of air temperature during heat waves over most of Europe. As such, many densely populated areas exhibit increased heat stress during heat waves. For example, the mean heat stress during heat wave days over Paris has increased by one level, from “alert” in 1900-1930 to “caution” in 1980-2010. The fraction of the population exposed to heat waves has increased by 10%/century in central Europe and 25%/century over the Mediterranean.
We find more heat waves during 1920 - 1950, which may be related to the positive phase of the Atlantic Multidecadal Variation (AMV). This suggests that the heat stress during European heat waves may also be influenced by internal climate variability, and large-ensemble model simulations may be used to disentangle the effects of natural variability and anthropogenic forcing.
How to cite: Kjellsson, J., Niebaum, N., and Pilch Kedzierski, R.: Trends in heat stress over Europe over the 20th century, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2582, https://doi.org/10.5194/egusphere-egu21-2582, 2021.
EGU21-46 | vPICO presentations | NH1.3
Borderless Heat StressChloe Brimicombe, Claudia Di Napoli, Rosalind Cornforth, Florian Pappenberger, Celia Petty, and Hannah Cloke
Heatwaves are increasing in intensity, duration and frequency. One of the impacts of heatwaves is heat stress, which can lead to death and raised morbidity. This project, uses a mixed method approach. Using the ERA5.HEAT reanalysis data of the UTCI – a bio-meteorological heat stress index- and temperature, to study the climatology and trends of heat at a global level and at a regional and country level for African nations. In addition, we review a range of literature from academic papers, international reports and EM-DAT the international disaster database. All of this reveals the extent to which heat risk is communicated. As well as, revealing the growing size of heatwaves. These together provide evidence of whether more preparedness measures are needed.
How to cite: Brimicombe, C., Di Napoli, C., Cornforth, R., Pappenberger, F., Petty, C., and Cloke, H.: Borderless Heat Stress, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-46, https://doi.org/10.5194/egusphere-egu21-46, 2021.
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Heatwaves are increasing in intensity, duration and frequency. One of the impacts of heatwaves is heat stress, which can lead to death and raised morbidity. This project, uses a mixed method approach. Using the ERA5.HEAT reanalysis data of the UTCI – a bio-meteorological heat stress index- and temperature, to study the climatology and trends of heat at a global level and at a regional and country level for African nations. In addition, we review a range of literature from academic papers, international reports and EM-DAT the international disaster database. All of this reveals the extent to which heat risk is communicated. As well as, revealing the growing size of heatwaves. These together provide evidence of whether more preparedness measures are needed.
How to cite: Brimicombe, C., Di Napoli, C., Cornforth, R., Pappenberger, F., Petty, C., and Cloke, H.: Borderless Heat Stress, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-46, https://doi.org/10.5194/egusphere-egu21-46, 2021.
EGU21-9677 | vPICO presentations | NH1.3
Using Machine Learning to investigate Heat Waves and Myocardial Infarctions in Augsburg, GermanyLennart Marien, Mahyar Valizadeh, Wolfgang zu Castell, Alexandra Schneider, Kathrin Wolf, Diana Rechid, and Laurens Bouwer
Myocardial infarctions (MI) are a major cause of death worldwide. In addition to well-known individual risk factors, studies have shown that temperature extremes, such as encountered during heat waves, lead to increases in MI. The relationship between health impacts and climate is complex, depending on a multitude of climatic, environmental, sociodemographic and behavioral factors. Machine Learning (ML) is a powerful tool for investigating complex and unknown relationships between extreme environmental conditions and their adverse impacts that has already been applied to other climate extremes, such as in the prediction of flood damages. By combining heterogeneous health, climatic, environmental and socio-economic datasets, this study is a first step in developing an ML model for predicting past and future MI risk due to heat waves.
Here, we present first results of our ML approach for modelling heat-related health effects in Augsburg based on the KORA MI and environmental data. The basis of our data-driven approach is the KORA cohort study and the MI Registry in the Augsburg region of Bavaria, Germany, comprising detailed information on MI and underlying health conditions. Additionally, weather and climate data, air pollution data (e.g., PM10, PM2.5, nitrous oxides, and ozone), as well as socio-economic data (household income, education) are used for this study. One of the key challenges is to assemble and integrate heterogeneous data from various sources and prepare them for the appropriate spatial scales. We outline major challenges in combining these data and deriving quantitative models from them.
Moreover, we present initial results based on both regression and classification models, discussing model performance for the period between 2000 and 2015, with a focus on two major heat wave events in Germany during 2003 and 2006. Ultimately, this research may be useful in better understanding heat-related MI risks, supporting possible adaptation options in urban areas and in identifying high-risk groups within society.
How to cite: Marien, L., Valizadeh, M., zu Castell, W., Schneider, A., Wolf, K., Rechid, D., and Bouwer, L.: Using Machine Learning to investigate Heat Waves and Myocardial Infarctions in Augsburg, Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9677, https://doi.org/10.5194/egusphere-egu21-9677, 2021.
Myocardial infarctions (MI) are a major cause of death worldwide. In addition to well-known individual risk factors, studies have shown that temperature extremes, such as encountered during heat waves, lead to increases in MI. The relationship between health impacts and climate is complex, depending on a multitude of climatic, environmental, sociodemographic and behavioral factors. Machine Learning (ML) is a powerful tool for investigating complex and unknown relationships between extreme environmental conditions and their adverse impacts that has already been applied to other climate extremes, such as in the prediction of flood damages. By combining heterogeneous health, climatic, environmental and socio-economic datasets, this study is a first step in developing an ML model for predicting past and future MI risk due to heat waves.
Here, we present first results of our ML approach for modelling heat-related health effects in Augsburg based on the KORA MI and environmental data. The basis of our data-driven approach is the KORA cohort study and the MI Registry in the Augsburg region of Bavaria, Germany, comprising detailed information on MI and underlying health conditions. Additionally, weather and climate data, air pollution data (e.g., PM10, PM2.5, nitrous oxides, and ozone), as well as socio-economic data (household income, education) are used for this study. One of the key challenges is to assemble and integrate heterogeneous data from various sources and prepare them for the appropriate spatial scales. We outline major challenges in combining these data and deriving quantitative models from them.
Moreover, we present initial results based on both regression and classification models, discussing model performance for the period between 2000 and 2015, with a focus on two major heat wave events in Germany during 2003 and 2006. Ultimately, this research may be useful in better understanding heat-related MI risks, supporting possible adaptation options in urban areas and in identifying high-risk groups within society.
How to cite: Marien, L., Valizadeh, M., zu Castell, W., Schneider, A., Wolf, K., Rechid, D., and Bouwer, L.: Using Machine Learning to investigate Heat Waves and Myocardial Infarctions in Augsburg, Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9677, https://doi.org/10.5194/egusphere-egu21-9677, 2021.
EGU21-10365 | vPICO presentations | NH1.3
Can a local weather station be used in place of on-site measurements for heat stress assessment in a sports setting?Olivia Cahill, Andrew Grundstein, Christian Walker, and Earl Cooper
Across the globe, exposure to environmental heat stress may impose increased health and safety hazards to active populations such as athletes and workers. Monitoring heat stress is a key component of a well-designed heat mitigation policy. Yet, the cost of several hand-held heat stress sensors may pose a financial barrier for use in many circumstances. Numerous areas, however, have existing networks of weather stations that could potentially be incorporated into monitoring heat stress. Currently, the Japanese Ministry of the Environment has set up a network of weather stations across the city to monitor environmental conditions in preparation of the 2021 Tokyo Olympic and Paralympic games. Our research question asks how representative are the values recorded at local weather stations (often located over a natural surface) to playing field conditions with various surfaces and microclimate conditions. In the U.S. the WeatherSTEM network has over 600 stations scattered across the country and measures a suite of variables relevant to heat stress including air temperature, humidity, wind speed, solar radiation and models the wet bulb globe temperature (WBGT) values. This study will compare measurements from a local WeatherSTEM station with on-site measurements taken over three different playing surfaces (grass, synthetic turf, and hardcourt tennis) in a humid subtropical climate in Athens, Georgia. U.S. It will also compare WBGT values computed using different models. Our results may provide insight not only for sports but also for the workplace which take place over various surface types and environments.
How to cite: Cahill, O., Grundstein, A., Walker, C., and Cooper, E.: Can a local weather station be used in place of on-site measurements for heat stress assessment in a sports setting?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10365, https://doi.org/10.5194/egusphere-egu21-10365, 2021.
Across the globe, exposure to environmental heat stress may impose increased health and safety hazards to active populations such as athletes and workers. Monitoring heat stress is a key component of a well-designed heat mitigation policy. Yet, the cost of several hand-held heat stress sensors may pose a financial barrier for use in many circumstances. Numerous areas, however, have existing networks of weather stations that could potentially be incorporated into monitoring heat stress. Currently, the Japanese Ministry of the Environment has set up a network of weather stations across the city to monitor environmental conditions in preparation of the 2021 Tokyo Olympic and Paralympic games. Our research question asks how representative are the values recorded at local weather stations (often located over a natural surface) to playing field conditions with various surfaces and microclimate conditions. In the U.S. the WeatherSTEM network has over 600 stations scattered across the country and measures a suite of variables relevant to heat stress including air temperature, humidity, wind speed, solar radiation and models the wet bulb globe temperature (WBGT) values. This study will compare measurements from a local WeatherSTEM station with on-site measurements taken over three different playing surfaces (grass, synthetic turf, and hardcourt tennis) in a humid subtropical climate in Athens, Georgia. U.S. It will also compare WBGT values computed using different models. Our results may provide insight not only for sports but also for the workplace which take place over various surface types and environments.
How to cite: Cahill, O., Grundstein, A., Walker, C., and Cooper, E.: Can a local weather station be used in place of on-site measurements for heat stress assessment in a sports setting?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10365, https://doi.org/10.5194/egusphere-egu21-10365, 2021.
EGU21-11842 | vPICO presentations | NH1.3 | Highlight
Dynamical and thermodynamical drivers of variability in European summer heat extremesLaura Suarez-Gutierrez, Chao Li, Wolfgang A. Müller, and Jochem Marotzke
We use the 100-member Max Planck Institute Grand Ensemble (MPI-GE) to disentangle the contributions from colocated dynamic atmospheric conditions and local thermodynamic effects of moisture limitation as drivers of variability in European summer heat extremes. Using a novel extreme event definition, we find that heat extremes with respect to the evolving mean climate increase by 70% under a moderate warming scenario during the twenty-first century. With a multiple regression approach, we find that the dynamical mechanisms representing blocking and anticyclonic conditions are the main driver of variability in extreme European summer temperatures, both in past and future climates. By contrast, local thermodynamic drivers play a secondary role in explaining the total variability in extreme temperatures. We also find that considering both dynamical and thermodynamical sources of variability simultaneously is crucial. Assessing only one type of drivers leads to an overestimation of their effect on extreme temperatures, particularly when considering only thermodynamical drivers. Lastly, we find that although most past and future heat extremes occur under favorable dynamical atmospheric conditions; this occurs 10–40% less frequently over Central Europe in the twenty-first century. By contrast, heat extremes over Central Europe occur 40% more frequently under concurrent extreme moisture limitation in the twenty-first Century. Our findings highlight a new type of neutral-atmosphere, dryness-driven heat extremes, and confirm that the increase in European heat extremes and associated variability increase are dominated by the local thermodynamic effect of moisture limitation.
How to cite: Suarez-Gutierrez, L., Li, C., Müller, W. A., and Marotzke, J.: Dynamical and thermodynamical drivers of variability in European summer heat extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11842, https://doi.org/10.5194/egusphere-egu21-11842, 2021.
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We use the 100-member Max Planck Institute Grand Ensemble (MPI-GE) to disentangle the contributions from colocated dynamic atmospheric conditions and local thermodynamic effects of moisture limitation as drivers of variability in European summer heat extremes. Using a novel extreme event definition, we find that heat extremes with respect to the evolving mean climate increase by 70% under a moderate warming scenario during the twenty-first century. With a multiple regression approach, we find that the dynamical mechanisms representing blocking and anticyclonic conditions are the main driver of variability in extreme European summer temperatures, both in past and future climates. By contrast, local thermodynamic drivers play a secondary role in explaining the total variability in extreme temperatures. We also find that considering both dynamical and thermodynamical sources of variability simultaneously is crucial. Assessing only one type of drivers leads to an overestimation of their effect on extreme temperatures, particularly when considering only thermodynamical drivers. Lastly, we find that although most past and future heat extremes occur under favorable dynamical atmospheric conditions; this occurs 10–40% less frequently over Central Europe in the twenty-first century. By contrast, heat extremes over Central Europe occur 40% more frequently under concurrent extreme moisture limitation in the twenty-first Century. Our findings highlight a new type of neutral-atmosphere, dryness-driven heat extremes, and confirm that the increase in European heat extremes and associated variability increase are dominated by the local thermodynamic effect of moisture limitation.
How to cite: Suarez-Gutierrez, L., Li, C., Müller, W. A., and Marotzke, J.: Dynamical and thermodynamical drivers of variability in European summer heat extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11842, https://doi.org/10.5194/egusphere-egu21-11842, 2021.
EGU21-566 | vPICO presentations | NH1.3 | Highlight
Amplified warming of extreme temperatures over tropical landMichael Byrne
Extreme temperatures have warmed substantially over recent decades and are projected to continue warming in response to future climate change. Warming of extreme temperatures is amplified over land where the impacts on human health, wildfire risk and food production are most severe. Using simulations with climate models, I show that hot days over tropical land warm substantially more than the average day. For example, warming of the hottest 1% of land days is 24% larger than the time-mean warming averaged across models. The climate-change response of extreme temperatures over tropical land is interpreted using a theory based on atmospheric dynamics. According to the theory, warming is amplified for hot land days because those days are dry: I term this the "drier get hotter" mechanism. Changes in near-surface relative humidity further increase tropical land warming , with decreases in land relative humidity particularly important. The theory advances physical understanding of the tropical climate and highlights land-surface dryness as a key factor determining how extreme temperatures will respond to future climate change.
How to cite: Byrne, M.: Amplified warming of extreme temperatures over tropical land, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-566, https://doi.org/10.5194/egusphere-egu21-566, 2021.
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Extreme temperatures have warmed substantially over recent decades and are projected to continue warming in response to future climate change. Warming of extreme temperatures is amplified over land where the impacts on human health, wildfire risk and food production are most severe. Using simulations with climate models, I show that hot days over tropical land warm substantially more than the average day. For example, warming of the hottest 1% of land days is 24% larger than the time-mean warming averaged across models. The climate-change response of extreme temperatures over tropical land is interpreted using a theory based on atmospheric dynamics. According to the theory, warming is amplified for hot land days because those days are dry: I term this the "drier get hotter" mechanism. Changes in near-surface relative humidity further increase tropical land warming , with decreases in land relative humidity particularly important. The theory advances physical understanding of the tropical climate and highlights land-surface dryness as a key factor determining how extreme temperatures will respond to future climate change.
How to cite: Byrne, M.: Amplified warming of extreme temperatures over tropical land, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-566, https://doi.org/10.5194/egusphere-egu21-566, 2021.
EGU21-1587 | vPICO presentations | NH1.3
Projections of tropical heat stress constrained by atmospheric dynamicsYi Zhang, Isaac Held, and Stephan Fueglistaler
Extreme heat under global warming is a concerning issue for the growing tropical population. However, model projections of extreme temperatures, a widely used metric for extreme heat, are uncertain on regional scales. In addition, humidity also needs to be taken into account in order to estimate the health impact of extreme heat. Here we show that an integrated temperature-humidity metric for the health impact of heat, namely the extreme wet-bulb temperature (TW), is controlled by established atmospheric dynamics and thus can be robustly projected on regional scales. For each 1°C of tropical mean warming, global climate models project extreme TW (the annual maximum of daily-mean or 3-hourly values) to increase roughly uniformly between 20°S and 20°N latitude by about 1°C. This projection is consistent with theoretical expectations based on tropical atmospheric dynamics, and observations over the past 40 years, which gives confidence to the model projection. For a 1.5°C warmer world, the likely (66 per cent confidence interval) increase of regional extreme TW is projected to be 1.33-1.49°C, whereas the uncertainty of projected extreme temperatures is 3.7 times as large. These results suggest that limiting global warming to 1.5°C will prevent most of the tropics from reaching a TW of 35°C, the limit of human adaptation.
How to cite: Zhang, Y., Held, I., and Fueglistaler, S.: Projections of tropical heat stress constrained by atmospheric dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1587, https://doi.org/10.5194/egusphere-egu21-1587, 2021.
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Extreme heat under global warming is a concerning issue for the growing tropical population. However, model projections of extreme temperatures, a widely used metric for extreme heat, are uncertain on regional scales. In addition, humidity also needs to be taken into account in order to estimate the health impact of extreme heat. Here we show that an integrated temperature-humidity metric for the health impact of heat, namely the extreme wet-bulb temperature (TW), is controlled by established atmospheric dynamics and thus can be robustly projected on regional scales. For each 1°C of tropical mean warming, global climate models project extreme TW (the annual maximum of daily-mean or 3-hourly values) to increase roughly uniformly between 20°S and 20°N latitude by about 1°C. This projection is consistent with theoretical expectations based on tropical atmospheric dynamics, and observations over the past 40 years, which gives confidence to the model projection. For a 1.5°C warmer world, the likely (66 per cent confidence interval) increase of regional extreme TW is projected to be 1.33-1.49°C, whereas the uncertainty of projected extreme temperatures is 3.7 times as large. These results suggest that limiting global warming to 1.5°C will prevent most of the tropics from reaching a TW of 35°C, the limit of human adaptation.
How to cite: Zhang, Y., Held, I., and Fueglistaler, S.: Projections of tropical heat stress constrained by atmospheric dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1587, https://doi.org/10.5194/egusphere-egu21-1587, 2021.
EGU21-12972 | vPICO presentations | NH1.3
Heat Events in the Indian Subcontinent under a warming climate scenario: Detection and its DriversRitika Kapoor, Carmen Alvarez-Castro, Enrico Scoccimarro, Stefano Materia, and Silvio Gualdi
Rising global temperatures are a potential cause for increase of extreme climate events, such as heat waves, both in severity and frequency. Under an increasing extreme event scenario, the world population of mid- and low-latitude countries is more vulnerable to heat related mortality and morbidity.
In India, the events occurred in recent years have made this vulnerability clear, since the numbers of heat-related deaths are on a rise, and heat waves can impact various sectors including health, agriculture, ecosystems and the national economy.
Preliminary results show the prevalence of heat events in seven different regions of India during the pre-monsoon (March, April, May) and transitional (May, June, July) months. We consider daily maximum temperatures (Tmax) and the NOAA’s Heat Index (HI), a combination of temperature and relative humidity that gives an insight into the discomfort because of increment in humidity.
We look into various drivers behind the heat events in the seven different clusters, in particular ENSO and the North Atlantic Regimes that have been linked to the generation of heat waves in different parts of India. The preliminary results indicate Nino 3.4 SST anomalies show positive correlation with Tmax anomalies only in the western coast during pre-monsoon season, while in the transitional months positive correlation extends to central and east India. The Tmax composite anomalies for the cold, warm and neutral phases of ENSO show positive anomalies for only warm years and negative anomalies for the cool and neutral years. Heat Index shows similar spatial patterns for correlation analysis and composite anomaly analysis. The Mean Sea Level Pressure (MSLP) composite associated with heat waves (days exceeding 95th percentile=>3 days) show a persistent ridge over the North Atlantic region.
How to cite: Kapoor, R., Alvarez-Castro, C., Scoccimarro, E., Materia, S., and Gualdi, S.: Heat Events in the Indian Subcontinent under a warming climate scenario: Detection and its Drivers , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12972, https://doi.org/10.5194/egusphere-egu21-12972, 2021.
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Rising global temperatures are a potential cause for increase of extreme climate events, such as heat waves, both in severity and frequency. Under an increasing extreme event scenario, the world population of mid- and low-latitude countries is more vulnerable to heat related mortality and morbidity.
In India, the events occurred in recent years have made this vulnerability clear, since the numbers of heat-related deaths are on a rise, and heat waves can impact various sectors including health, agriculture, ecosystems and the national economy.
Preliminary results show the prevalence of heat events in seven different regions of India during the pre-monsoon (March, April, May) and transitional (May, June, July) months. We consider daily maximum temperatures (Tmax) and the NOAA’s Heat Index (HI), a combination of temperature and relative humidity that gives an insight into the discomfort because of increment in humidity.
We look into various drivers behind the heat events in the seven different clusters, in particular ENSO and the North Atlantic Regimes that have been linked to the generation of heat waves in different parts of India. The preliminary results indicate Nino 3.4 SST anomalies show positive correlation with Tmax anomalies only in the western coast during pre-monsoon season, while in the transitional months positive correlation extends to central and east India. The Tmax composite anomalies for the cold, warm and neutral phases of ENSO show positive anomalies for only warm years and negative anomalies for the cool and neutral years. Heat Index shows similar spatial patterns for correlation analysis and composite anomaly analysis. The Mean Sea Level Pressure (MSLP) composite associated with heat waves (days exceeding 95th percentile=>3 days) show a persistent ridge over the North Atlantic region.
How to cite: Kapoor, R., Alvarez-Castro, C., Scoccimarro, E., Materia, S., and Gualdi, S.: Heat Events in the Indian Subcontinent under a warming climate scenario: Detection and its Drivers , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12972, https://doi.org/10.5194/egusphere-egu21-12972, 2021.
EGU21-2596 | vPICO presentations | NH1.3 | Highlight
Future changes in heatwaves over Africa at the convection-permitting scaleCathryn Birch, Lawrence Jackson, Declan Finney, John Marsham, Rachel Stratton, Simon Tucker, Cath Senior, and Richard Keane
Mean temperatures and their extremes have increased over Africa since the latter half of the 20th century and this trend is projected to continue, with very frequent, intense and often deadly heatwaves likely to occur very regularly over much of Africa by 2100. It is crucial that we understand the scale of the future increases in extremes and the driving mechanisms. We diagnose daily maximum wet bulb temperature heatwaves, which allows for both the impact of temperature and humidity, both critical for human health and survivability. During wet bulb heatwaves, humidity and cloud cover increase, which limits the surface shortwave radiation flux but increases longwave warming. It is found from observations and ERA5 reanalysis that approximately 30% of wet bulb heatwaves over Africa are associated with daily rainfall accumulations of more than 1 mm/day on the first day of the heatwave. The first ever pan-African convection-permitting climate model simulations of present-day and RCP8.5 future climate are utilised to illustrate the projected future change in heatwaves, their drivers and their sensitivity to the representation of convection. Compared to ERA5, the convection-permitting model better represents the frequency and magnitude of present-day wet bulb heatwaves than a version of the model with more traditional parameterised convection. The future change in heatwave frequency, duration and magnitude is also larger in the convective-scale simulation, suggesting CMIP-style models may underestimate the future change in wet bulb heat extremes over Africa. The main reason for the larger future change appears to be the ability of the model to produce larger anomalies relative to its climatology in precipitation, cloud and the surface energy balance.
How to cite: Birch, C., Jackson, L., Finney, D., Marsham, J., Stratton, R., Tucker, S., Senior, C., and Keane, R.: Future changes in heatwaves over Africa at the convection-permitting scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2596, https://doi.org/10.5194/egusphere-egu21-2596, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Mean temperatures and their extremes have increased over Africa since the latter half of the 20th century and this trend is projected to continue, with very frequent, intense and often deadly heatwaves likely to occur very regularly over much of Africa by 2100. It is crucial that we understand the scale of the future increases in extremes and the driving mechanisms. We diagnose daily maximum wet bulb temperature heatwaves, which allows for both the impact of temperature and humidity, both critical for human health and survivability. During wet bulb heatwaves, humidity and cloud cover increase, which limits the surface shortwave radiation flux but increases longwave warming. It is found from observations and ERA5 reanalysis that approximately 30% of wet bulb heatwaves over Africa are associated with daily rainfall accumulations of more than 1 mm/day on the first day of the heatwave. The first ever pan-African convection-permitting climate model simulations of present-day and RCP8.5 future climate are utilised to illustrate the projected future change in heatwaves, their drivers and their sensitivity to the representation of convection. Compared to ERA5, the convection-permitting model better represents the frequency and magnitude of present-day wet bulb heatwaves than a version of the model with more traditional parameterised convection. The future change in heatwave frequency, duration and magnitude is also larger in the convective-scale simulation, suggesting CMIP-style models may underestimate the future change in wet bulb heat extremes over Africa. The main reason for the larger future change appears to be the ability of the model to produce larger anomalies relative to its climatology in precipitation, cloud and the surface energy balance.
How to cite: Birch, C., Jackson, L., Finney, D., Marsham, J., Stratton, R., Tucker, S., Senior, C., and Keane, R.: Future changes in heatwaves over Africa at the convection-permitting scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2596, https://doi.org/10.5194/egusphere-egu21-2596, 2021.
EGU21-3140 | vPICO presentations | NH1.3
Assessment of the projected temperature extremes over the MENA region from CIMP5 scenario runsAthanasios Ntoumos, Panos Hadjinicolaou, George Zittis, and Jos Lelieveld
This study provides an overview of the projected temperature extremes over the MENA region until the end of the 21st century. The main objectives of our analysis are the following: i) analyze the projected changes in temperature extremes using the CMIP5 multi-model ensemble, reveal ii) the warmest model realizations and iii) the “hotspot” locations within MENA with the projected highest temperature extremes. For this purpose, a list of indices of temperature extremes, based on threshold, percentile, heatwave and coldwave characteristics is used, as defined by the Expert Team on Climate Change Detection and Indices (ETCCDI). We use daily near-surface air (2-metre) temperature (Tmax and Tmin) to derive the extremes-indices for the period 1980-2100. The data were taken from 18 CMIP5 models combining historical (1980-2005) and scenario runs (2006-2100 under RCP 2.6, RCP4.5 and RCP8.5). Using these datasets, the indices of temperature extremes were derived. The changes of the extremes over the 21st century are analyzed, in space and time, relative to the reference period 1981-2000. Moreover, a model ranking is performed based on the magnitude of the projected changes of the indices and the relation with the model climate sensitivity is explored. A further analysis of model statistics over specific locations/grid points reveals the areas with the projected most intense heat extremes.
How to cite: Ntoumos, A., Hadjinicolaou, P., Zittis, G., and Lelieveld, J.: Assessment of the projected temperature extremes over the MENA region from CIMP5 scenario runs , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3140, https://doi.org/10.5194/egusphere-egu21-3140, 2021.
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This study provides an overview of the projected temperature extremes over the MENA region until the end of the 21st century. The main objectives of our analysis are the following: i) analyze the projected changes in temperature extremes using the CMIP5 multi-model ensemble, reveal ii) the warmest model realizations and iii) the “hotspot” locations within MENA with the projected highest temperature extremes. For this purpose, a list of indices of temperature extremes, based on threshold, percentile, heatwave and coldwave characteristics is used, as defined by the Expert Team on Climate Change Detection and Indices (ETCCDI). We use daily near-surface air (2-metre) temperature (Tmax and Tmin) to derive the extremes-indices for the period 1980-2100. The data were taken from 18 CMIP5 models combining historical (1980-2005) and scenario runs (2006-2100 under RCP 2.6, RCP4.5 and RCP8.5). Using these datasets, the indices of temperature extremes were derived. The changes of the extremes over the 21st century are analyzed, in space and time, relative to the reference period 1981-2000. Moreover, a model ranking is performed based on the magnitude of the projected changes of the indices and the relation with the model climate sensitivity is explored. A further analysis of model statistics over specific locations/grid points reveals the areas with the projected most intense heat extremes.
How to cite: Ntoumos, A., Hadjinicolaou, P., Zittis, G., and Lelieveld, J.: Assessment of the projected temperature extremes over the MENA region from CIMP5 scenario runs , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3140, https://doi.org/10.5194/egusphere-egu21-3140, 2021.
EGU21-14302 | vPICO presentations | NH1.3
Storylines of plausible past and future climates for the July 2019 European heatwaveAntonio Sánchez Benítez, Thomas Jung, Helge Goessling, Felix Pithan, and Tido Semmler
Under the current global warming trend, heatwaves are becoming more intense, frequent, and longer-lasting; and this trend will continue in the future. In this context, the recent 2019 summer was exceptionally hot in large areas of the Northern Hemisphere, with embedded heatwaves, as for example the June and July 2019 European events, redrawing the temperature record map in western Europe. Large-scale dynamics (associated with blockings or subtropical ridges) play a key role in explaining these-large scale events.
Conceptually, global warming can be split into two different contributions: Dynamic and thermodynamic changes. Whereas dynamic changes remain highly uncertain, some thermodynamic changes can be quantified with higher confidence. We exploit this concept by studying how these recent European heatwaves would have developed in a pre-industrial climate and how it would develop in the future for 1.5, 2 and 4 ºC warmer climates (storyline scenarios). To do so, we employ the spectral nudging technique with AWI-CM (CMIP6 model, a combination of ECHAM6 AGCM + FESOM Sea Ice-Ocean Model). Large-scale dynamics are prescribed by reanalysis data (ERA5). Meanwhile, the model is run for different boundary conditions corresponding to preindustrial and future climates along the SSP370 forcing scenario. This approach can be useful to help understand and communicate what climate change will mean to people’s life and hence facilitate effective decision-making regarding adaptation to climate change, as we are quantifying how recent outstanding events would be modified by our climate action.
Temperatures during the heatwaves often increase twice as much as global mean temperatures, especially in a future 4 ºC warmer climate. In this future climate, maximum temperatures can locally reach 50ºC in many western Europe countries. Nighttime temperatures would be similar to the daytime temperatures in a preindustrial world. The global warming amplification can be partly explained by a robust soil drying in the future 4 ºC warmer climate (exacerbated due to the June 2019 heatwave) which is transmitted to a robust increase in Bowen ratio. Importantly, by design of our study, this response occurs without any changes in atmospheric circulation.
How to cite: Sánchez Benítez, A., Jung, T., Goessling, H., Pithan, F., and Semmler, T.: Storylines of plausible past and future climates for the July 2019 European heatwave, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14302, https://doi.org/10.5194/egusphere-egu21-14302, 2021.
Under the current global warming trend, heatwaves are becoming more intense, frequent, and longer-lasting; and this trend will continue in the future. In this context, the recent 2019 summer was exceptionally hot in large areas of the Northern Hemisphere, with embedded heatwaves, as for example the June and July 2019 European events, redrawing the temperature record map in western Europe. Large-scale dynamics (associated with blockings or subtropical ridges) play a key role in explaining these-large scale events.
Conceptually, global warming can be split into two different contributions: Dynamic and thermodynamic changes. Whereas dynamic changes remain highly uncertain, some thermodynamic changes can be quantified with higher confidence. We exploit this concept by studying how these recent European heatwaves would have developed in a pre-industrial climate and how it would develop in the future for 1.5, 2 and 4 ºC warmer climates (storyline scenarios). To do so, we employ the spectral nudging technique with AWI-CM (CMIP6 model, a combination of ECHAM6 AGCM + FESOM Sea Ice-Ocean Model). Large-scale dynamics are prescribed by reanalysis data (ERA5). Meanwhile, the model is run for different boundary conditions corresponding to preindustrial and future climates along the SSP370 forcing scenario. This approach can be useful to help understand and communicate what climate change will mean to people’s life and hence facilitate effective decision-making regarding adaptation to climate change, as we are quantifying how recent outstanding events would be modified by our climate action.
Temperatures during the heatwaves often increase twice as much as global mean temperatures, especially in a future 4 ºC warmer climate. In this future climate, maximum temperatures can locally reach 50ºC in many western Europe countries. Nighttime temperatures would be similar to the daytime temperatures in a preindustrial world. The global warming amplification can be partly explained by a robust soil drying in the future 4 ºC warmer climate (exacerbated due to the June 2019 heatwave) which is transmitted to a robust increase in Bowen ratio. Importantly, by design of our study, this response occurs without any changes in atmospheric circulation.
How to cite: Sánchez Benítez, A., Jung, T., Goessling, H., Pithan, F., and Semmler, T.: Storylines of plausible past and future climates for the July 2019 European heatwave, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14302, https://doi.org/10.5194/egusphere-egu21-14302, 2021.
EGU21-2987 | vPICO presentations | NH1.3
A multi-year drought scenario for western EuropeClaudia Gessner, Erich Fischer, Urs Beyerle, and Reto Knutti
During the last decades, Europe has experienced intense dry and hot spells, which seriously impact socio-economic sectors and the ecosystem by shortages of water in the summer season. The occurrence of two exceptional consecutive dry summers 2018/2019 let a multi-year drought become a conceivable scenario. In order to implement adaptation strategies for such a natural hazard, stakeholders raise the questions, how dry and hot a worst-case drought scenario would turn out and how long it would take to fully recover from those climate anomalies?
We address these concerns through the generation of storylines, describing the driest plausible multi-year droughts over western Europe. By repeatedly resampling the occurrence of precipitation in the climate simulation, using 100-member ensembles, we inhibit rainfall and dehydrate the soils in western Europe. These storylines and a millennial climate control simulation are carried out with CESM1.2 under pre-industrial forcing.
In doing so, local precipitation is reduced by 80% and local soil moisture falls far below the 1st percentile of the climatology. Even compared to the present and future climate scenarios, still, the number of dry days is very rare in our drought storyline, i.e. we describe a hazardous but unlikely scenario. Moreover, these storylines are associated with the hottest spring, summer and fall temperatures, but also the coldest winter temperatures. Starting large ensembles from each summer of the multi-year drought scenario, i.e. under exceptional dry initial soil conditions, we find that summertime hot and dry spells have a twenty-fold chance to occur plus their persistence extents by about 1.5 days. After strong precipitation deficits in the summer months, the precipitation increases again. Nevertheless, the local soil moisture does not fully recover within the next year so that the following spring and summer season may be affected by re-occurring droughts, aggravating the damage through water deficits for the vegetation growth and the economy.
How to cite: Gessner, C., Fischer, E., Beyerle, U., and Knutti, R.: A multi-year drought scenario for western Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2987, https://doi.org/10.5194/egusphere-egu21-2987, 2021.
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During the last decades, Europe has experienced intense dry and hot spells, which seriously impact socio-economic sectors and the ecosystem by shortages of water in the summer season. The occurrence of two exceptional consecutive dry summers 2018/2019 let a multi-year drought become a conceivable scenario. In order to implement adaptation strategies for such a natural hazard, stakeholders raise the questions, how dry and hot a worst-case drought scenario would turn out and how long it would take to fully recover from those climate anomalies?
We address these concerns through the generation of storylines, describing the driest plausible multi-year droughts over western Europe. By repeatedly resampling the occurrence of precipitation in the climate simulation, using 100-member ensembles, we inhibit rainfall and dehydrate the soils in western Europe. These storylines and a millennial climate control simulation are carried out with CESM1.2 under pre-industrial forcing.
In doing so, local precipitation is reduced by 80% and local soil moisture falls far below the 1st percentile of the climatology. Even compared to the present and future climate scenarios, still, the number of dry days is very rare in our drought storyline, i.e. we describe a hazardous but unlikely scenario. Moreover, these storylines are associated with the hottest spring, summer and fall temperatures, but also the coldest winter temperatures. Starting large ensembles from each summer of the multi-year drought scenario, i.e. under exceptional dry initial soil conditions, we find that summertime hot and dry spells have a twenty-fold chance to occur plus their persistence extents by about 1.5 days. After strong precipitation deficits in the summer months, the precipitation increases again. Nevertheless, the local soil moisture does not fully recover within the next year so that the following spring and summer season may be affected by re-occurring droughts, aggravating the damage through water deficits for the vegetation growth and the economy.
How to cite: Gessner, C., Fischer, E., Beyerle, U., and Knutti, R.: A multi-year drought scenario for western Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2987, https://doi.org/10.5194/egusphere-egu21-2987, 2021.
EGU21-7972 | vPICO presentations | NH1.3
Heat stress projections for major European cities from high-resolution regional climate model simulationsClemens Schwingshackl, Anne Sophie Daloz, Carley Iles, Nina Schuhen, and Jana Sillmann
Cities are hotspots of human heat stress due to their large number of inhabitants and the urban heat island effect leading to amplified temperatures. Exposure to heat stress in urban areas is projected to further increase in the future, mainly due to climate change and expected increases in the number of people living in cities. The impacts of climate change in cities have been investigated in numerous studies, but rarely using climate models due to their coarse spatial resolution compared to the typical areal extent of cities. Recent advances in regional climate modelling now give access to an ensemble of high-resolution simulations for Europe, allowing for much more detailed analyses of small-scale features, such as city climate.
Focusing on Europe, we compare the evolution of several heat stress indicators for 36 major European cities, based on regional climate model simulations from EURO-CORDEX. The applied EURO-CORDEX ensemble (Vautard et al., 2020) has a spatial resolution of 0.11° (~11 km; comparable to the extent of large cities) and contains over 60 ensemble members, allowing thus for robust multi-model analyses of climate change on city levels. We analyze changes in heat stress both relative to the climatological heat stress variability in each city during 1981-2010 using the Heat Wave Magnitude Index daily (HWMId, Russo et al., 2015) and in absolute terms by counting the yearly number of exceedances of impact-relevant thresholds. Relative and absolute heat stress increase throughout Europe but with distinct patterns. Absolute heat stress increases predominantly in Southern Europe, primarily due to the hotter climate in the South. Relative changes are also highest in Southern Europe but exhibit a secondary maximum in Northern Europe, while being lowest in Central Europe. The main reason for this pattern is that day-to-day variability in heat stress indicators during present climate conditions is highest in Central Europe but lower in Southern and Northern Europe. Large Northern European cities, which are all located at the shore, are further influenced by different heat stress evolutions over land and sea surfaces.
As human vulnerability does not only depend on the absolute heat stress but also on what people are adapted to (i.e., the climatological range), the results of this study highlight that cities in all parts of Europe – including in Northern Europe – must prepare for higher heat stress in the future.
References:
Russo, S., et al. (2015). Top ten European heatwaves since 1950 and their occurrence in the coming decades. Environmental Research Letters, 10(12). doi:10.1088/1748-9326/10/12/124003
Vautard, R., et al. (2020). Evaluation of the large EURO‐CORDEX regional climate model ensemble. Journal of Geophysical Research: Atmospheres. doi:10.1029/2019jd032344
How to cite: Schwingshackl, C., Daloz, A. S., Iles, C., Schuhen, N., and Sillmann, J.: Heat stress projections for major European cities from high-resolution regional climate model simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7972, https://doi.org/10.5194/egusphere-egu21-7972, 2021.
Cities are hotspots of human heat stress due to their large number of inhabitants and the urban heat island effect leading to amplified temperatures. Exposure to heat stress in urban areas is projected to further increase in the future, mainly due to climate change and expected increases in the number of people living in cities. The impacts of climate change in cities have been investigated in numerous studies, but rarely using climate models due to their coarse spatial resolution compared to the typical areal extent of cities. Recent advances in regional climate modelling now give access to an ensemble of high-resolution simulations for Europe, allowing for much more detailed analyses of small-scale features, such as city climate.
Focusing on Europe, we compare the evolution of several heat stress indicators for 36 major European cities, based on regional climate model simulations from EURO-CORDEX. The applied EURO-CORDEX ensemble (Vautard et al., 2020) has a spatial resolution of 0.11° (~11 km; comparable to the extent of large cities) and contains over 60 ensemble members, allowing thus for robust multi-model analyses of climate change on city levels. We analyze changes in heat stress both relative to the climatological heat stress variability in each city during 1981-2010 using the Heat Wave Magnitude Index daily (HWMId, Russo et al., 2015) and in absolute terms by counting the yearly number of exceedances of impact-relevant thresholds. Relative and absolute heat stress increase throughout Europe but with distinct patterns. Absolute heat stress increases predominantly in Southern Europe, primarily due to the hotter climate in the South. Relative changes are also highest in Southern Europe but exhibit a secondary maximum in Northern Europe, while being lowest in Central Europe. The main reason for this pattern is that day-to-day variability in heat stress indicators during present climate conditions is highest in Central Europe but lower in Southern and Northern Europe. Large Northern European cities, which are all located at the shore, are further influenced by different heat stress evolutions over land and sea surfaces.
As human vulnerability does not only depend on the absolute heat stress but also on what people are adapted to (i.e., the climatological range), the results of this study highlight that cities in all parts of Europe – including in Northern Europe – must prepare for higher heat stress in the future.
References:
Russo, S., et al. (2015). Top ten European heatwaves since 1950 and their occurrence in the coming decades. Environmental Research Letters, 10(12). doi:10.1088/1748-9326/10/12/124003
Vautard, R., et al. (2020). Evaluation of the large EURO‐CORDEX regional climate model ensemble. Journal of Geophysical Research: Atmospheres. doi:10.1029/2019jd032344
How to cite: Schwingshackl, C., Daloz, A. S., Iles, C., Schuhen, N., and Sillmann, J.: Heat stress projections for major European cities from high-resolution regional climate model simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7972, https://doi.org/10.5194/egusphere-egu21-7972, 2021.
EGU21-9181 | vPICO presentations | NH1.3 | Highlight
Future Projections of Heat Mortality Risk for Major European Cities due to Heat WavesAlexia Karwat and Christian L. E. Franzke
Over the last few decades heat waves have intensified, become more common, pose severe health risks, especially in densely populated cities, and have led to excess mortality. While the probability of being adversely affected by heat stress has significantly increased over the last few decades, the risk of heat mortality is rarely quantified. This quantification of heat mortality risk is necessary for systematic adaptation measures. Furthermore, heat mortality records are sparse and short, which presents a challenge for assessing heat mortality risk for future climate projections. It is therefore crucial to derive indicators for a systematic heat mortality risk assessment. Here, risk indicators based on temperature and mortality data are developed and applied to major cities in Germany, France and Spain, using regional climate model simulations. These simulations have biases of up to 3°C with respect to observations and, thus, need to be bias-corrected. Bias-corrected daily maximum, minimum and wet-bulb temperatures show increasing trends in future climate projections for most considered cities. Additionally, we derive a relationship of daily maximum temperatures and mortality for producing future projections of heat mortality risk due to extreme temperatures based on low (Representative Concentration Pathway; RCP2.6) and high (RCP8.5) emission scenario future climate projections. Our results illustrate that heat mortality increases by about 0.9%/decade in Germany, 1.7%/decade in France and 7.9%/decade in Spain for RCP8.5 by 2050. The future climate projections also show that wet-bulb temperatures above 30°C will be reached regularly with maxima above 40°C likely by 2050. Our results suggest a significant increase of heat mortality in the future, especially in Spain. On average, our results indicate that the mortality risk trend is almost twice as high in all three countries for the RCP8.5 scenario compared to RCP2.6.
How to cite: Karwat, A. and Franzke, C. L. E.: Future Projections of Heat Mortality Risk for Major European Cities due to Heat Waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9181, https://doi.org/10.5194/egusphere-egu21-9181, 2021.
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Over the last few decades heat waves have intensified, become more common, pose severe health risks, especially in densely populated cities, and have led to excess mortality. While the probability of being adversely affected by heat stress has significantly increased over the last few decades, the risk of heat mortality is rarely quantified. This quantification of heat mortality risk is necessary for systematic adaptation measures. Furthermore, heat mortality records are sparse and short, which presents a challenge for assessing heat mortality risk for future climate projections. It is therefore crucial to derive indicators for a systematic heat mortality risk assessment. Here, risk indicators based on temperature and mortality data are developed and applied to major cities in Germany, France and Spain, using regional climate model simulations. These simulations have biases of up to 3°C with respect to observations and, thus, need to be bias-corrected. Bias-corrected daily maximum, minimum and wet-bulb temperatures show increasing trends in future climate projections for most considered cities. Additionally, we derive a relationship of daily maximum temperatures and mortality for producing future projections of heat mortality risk due to extreme temperatures based on low (Representative Concentration Pathway; RCP2.6) and high (RCP8.5) emission scenario future climate projections. Our results illustrate that heat mortality increases by about 0.9%/decade in Germany, 1.7%/decade in France and 7.9%/decade in Spain for RCP8.5 by 2050. The future climate projections also show that wet-bulb temperatures above 30°C will be reached regularly with maxima above 40°C likely by 2050. Our results suggest a significant increase of heat mortality in the future, especially in Spain. On average, our results indicate that the mortality risk trend is almost twice as high in all three countries for the RCP8.5 scenario compared to RCP2.6.
How to cite: Karwat, A. and Franzke, C. L. E.: Future Projections of Heat Mortality Risk for Major European Cities due to Heat Waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9181, https://doi.org/10.5194/egusphere-egu21-9181, 2021.
EGU21-5158 | vPICO presentations | NH1.3 | Highlight
An urban climate service to manage heat risks in UK and Chinese citiesVictoria Ramsey and Claire Scannell
Recent extreme heat events in the UK are likely to become more frequent over the 21st Century and exacerbated in cities due to the urban heat island effect. Due to high population densities and a concentration of assets, urban areas are more vulnerable to climatic extremes with impacts that traverse health, infrastructure, built environment and economic activity. Risks to health, well-being and productivity from high temperatures is one of six priority areas from in UK Climate Change Risk Assessment (2017) where more action is needed to manage risks, prompting local authorities to understand heat risks within their city.
City based climate services are needed for day-to-day operations in cities, emergency response and to inform urban design and development. Recent advances in high resolution modelling enable better representation of urban processes and provide greater understanding of extreme events. By exploiting such advances in underpinning science, the Met Office is generating urban climate services for city stakeholders to plan for and manage heat stress in their city.
The Met Office has been engaging with local authorities and city stakeholders in the UK and China to co-produce a prototype, two tier, urban heat climate service to enhance the resilience of urban environments to extreme heat events. The prototype is based on a strong requirement from several cities to develop an evidence base of the heat hazard and understand current and future hot spots vulnerable to extremes of heat within the city. Tier 1 uses observations and high-resolution climate data to provide city specific information of the heat hazard in a graphical factsheet format. This includes information on future changes in temperature, extreme heat indicators, frequency and duration of heatwave events, and spatial distribution of heat across the city. Tier 2 involves working closely with city stakeholders to combine the hazard information with data on health, built environment and socio-economics, to provide tailored information on heat exposure and vulnerability. This will allow users to identify highly vulnerable parts of the city network and neighbourhoods for priority action. This two-tier service can provide an evidence base to inform urban policy, design and adaptation strategies, and prepare authorities and city stakeholders for future demand on city services.
How to cite: Ramsey, V. and Scannell, C.: An urban climate service to manage heat risks in UK and Chinese cities , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5158, https://doi.org/10.5194/egusphere-egu21-5158, 2021.
Recent extreme heat events in the UK are likely to become more frequent over the 21st Century and exacerbated in cities due to the urban heat island effect. Due to high population densities and a concentration of assets, urban areas are more vulnerable to climatic extremes with impacts that traverse health, infrastructure, built environment and economic activity. Risks to health, well-being and productivity from high temperatures is one of six priority areas from in UK Climate Change Risk Assessment (2017) where more action is needed to manage risks, prompting local authorities to understand heat risks within their city.
City based climate services are needed for day-to-day operations in cities, emergency response and to inform urban design and development. Recent advances in high resolution modelling enable better representation of urban processes and provide greater understanding of extreme events. By exploiting such advances in underpinning science, the Met Office is generating urban climate services for city stakeholders to plan for and manage heat stress in their city.
The Met Office has been engaging with local authorities and city stakeholders in the UK and China to co-produce a prototype, two tier, urban heat climate service to enhance the resilience of urban environments to extreme heat events. The prototype is based on a strong requirement from several cities to develop an evidence base of the heat hazard and understand current and future hot spots vulnerable to extremes of heat within the city. Tier 1 uses observations and high-resolution climate data to provide city specific information of the heat hazard in a graphical factsheet format. This includes information on future changes in temperature, extreme heat indicators, frequency and duration of heatwave events, and spatial distribution of heat across the city. Tier 2 involves working closely with city stakeholders to combine the hazard information with data on health, built environment and socio-economics, to provide tailored information on heat exposure and vulnerability. This will allow users to identify highly vulnerable parts of the city network and neighbourhoods for priority action. This two-tier service can provide an evidence base to inform urban policy, design and adaptation strategies, and prepare authorities and city stakeholders for future demand on city services.
How to cite: Ramsey, V. and Scannell, C.: An urban climate service to manage heat risks in UK and Chinese cities , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5158, https://doi.org/10.5194/egusphere-egu21-5158, 2021.
NH1.4 – Nature-based solutions for hydro-meteorological risk reduction
EGU21-1501 | vPICO presentations | NH1.4 | Highlight
Nature-Based solutions for geo-hydrological risk reduction: the Portofino Park (Italy) experience in the H2020 RECONECT projectFrancesco Faccini, Andrea Benedettini, Valentina Brodasca, Umberto Bruschini, Riccardo Giammarini, Fabio Luino, Cristiana Mortola, Francesca Neonato, Paolo Noce, Andrea Robbiano, Laura Turconi, and Guido Paliaga
The Horizon 2020 RECONECT - Regenerating ECOsystems with Nature-Based Solutions for hydro-meteorological risk rEduCTion - Project aims to contribute to a European reference framework on NBS by demonstrating, upscaling and spreading large-scale NBSs in natural areas.
The Italian RECONECT demonstrator is set in the Portofino Park, which represents a unique natural and cultural landscape but is severely endangered by geo-hydrological hazards.
The most frequent processes are shallow landslides and flash floods, sea-storm surges, rockfalls and mud-debris flows. Often, several different processes can occur simultaneously during an intense meteorological event, causing a location specific multi-hazard effect.
This research introduces the NBSs interventions designed within the RECONECT Italian case study in two pilot catchments (San Fruttuoso and Paraggi basins), accessed by thousands of tourists throughout the year.
Amongst all possible interventions that can be implemented in the protected area, NBSs are considered to be most suitable due to their minimal impact and the possibilities for integration within the natural environment. The Portofino Park has already been promoting interventions aimed at reducing the impact of geo-hazards within the protected area in response to climate change. As part of the RECONECT project, and in order to achieve sound engineering and technological solutions which can also preserve unique landscapes of natural and cultural heritage, the Park authority is realizing a set of NBSs in San Fruttuoso and Paraggi catchments. The purpose of the design is to demonstrate how NBSs can be integrated into such areas and how to reduce geo-hydrological risk for given climate change scenarios within the framework of an ecosystem based holistic approach for risk reduction.
The main scope of NBSs in San Fruttuoso is to address following basic challenges: stabilizing of rock masses; reduction of geo-hydrologic risks in order to intercept and reduce suspended and solid transport along the streams as well as reducing erosion; forest management focused to improve biodiversity, to remove non-native species and dangerous old specimen (Pine trees), not suitable in a Mediterranean climate, in order to select the climax species (i.e. Quercus ilex); restoration of dry-stone walls with the aim to valorize the terraced landscape as well as stabilizing the slopes.
The reconstruction of terraces and the regeneration of natural and man-made ecosystems will also be implemented within the Paraggi basin. In addition, hydraulic-forestry arrangements on water courses will be undertaken to improve the outflow and decrease solid transport and floating debris. Furthermore, other measures such as riverbed and tributary implementations, maintenance along hiking paths, slope stabilization, and cleaning and removing dead vegetation and dirt will also be undertaken.
The project also includes hydro-meteorological monitoring activities in the selected basins and the periodic checking of NBSs performance indicators. Lastly, remote sensing surveys are used to quantitatively assess the ongoing gemorphogical processes.
In relation to future projections of natural and socio-economic impacts of climate change, NBS represent a relevant mitigation and adaptation strategy for the Portofino case study, which may be upscaled to national and international level.
How to cite: Faccini, F., Benedettini, A., Brodasca, V., Bruschini, U., Giammarini, R., Luino, F., Mortola, C., Neonato, F., Noce, P., Robbiano, A., Turconi, L., and Paliaga, G.: Nature-Based solutions for geo-hydrological risk reduction: the Portofino Park (Italy) experience in the H2020 RECONECT project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1501, https://doi.org/10.5194/egusphere-egu21-1501, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Horizon 2020 RECONECT - Regenerating ECOsystems with Nature-Based Solutions for hydro-meteorological risk rEduCTion - Project aims to contribute to a European reference framework on NBS by demonstrating, upscaling and spreading large-scale NBSs in natural areas.
The Italian RECONECT demonstrator is set in the Portofino Park, which represents a unique natural and cultural landscape but is severely endangered by geo-hydrological hazards.
The most frequent processes are shallow landslides and flash floods, sea-storm surges, rockfalls and mud-debris flows. Often, several different processes can occur simultaneously during an intense meteorological event, causing a location specific multi-hazard effect.
This research introduces the NBSs interventions designed within the RECONECT Italian case study in two pilot catchments (San Fruttuoso and Paraggi basins), accessed by thousands of tourists throughout the year.
Amongst all possible interventions that can be implemented in the protected area, NBSs are considered to be most suitable due to their minimal impact and the possibilities for integration within the natural environment. The Portofino Park has already been promoting interventions aimed at reducing the impact of geo-hazards within the protected area in response to climate change. As part of the RECONECT project, and in order to achieve sound engineering and technological solutions which can also preserve unique landscapes of natural and cultural heritage, the Park authority is realizing a set of NBSs in San Fruttuoso and Paraggi catchments. The purpose of the design is to demonstrate how NBSs can be integrated into such areas and how to reduce geo-hydrological risk for given climate change scenarios within the framework of an ecosystem based holistic approach for risk reduction.
The main scope of NBSs in San Fruttuoso is to address following basic challenges: stabilizing of rock masses; reduction of geo-hydrologic risks in order to intercept and reduce suspended and solid transport along the streams as well as reducing erosion; forest management focused to improve biodiversity, to remove non-native species and dangerous old specimen (Pine trees), not suitable in a Mediterranean climate, in order to select the climax species (i.e. Quercus ilex); restoration of dry-stone walls with the aim to valorize the terraced landscape as well as stabilizing the slopes.
The reconstruction of terraces and the regeneration of natural and man-made ecosystems will also be implemented within the Paraggi basin. In addition, hydraulic-forestry arrangements on water courses will be undertaken to improve the outflow and decrease solid transport and floating debris. Furthermore, other measures such as riverbed and tributary implementations, maintenance along hiking paths, slope stabilization, and cleaning and removing dead vegetation and dirt will also be undertaken.
The project also includes hydro-meteorological monitoring activities in the selected basins and the periodic checking of NBSs performance indicators. Lastly, remote sensing surveys are used to quantitatively assess the ongoing gemorphogical processes.
In relation to future projections of natural and socio-economic impacts of climate change, NBS represent a relevant mitigation and adaptation strategy for the Portofino case study, which may be upscaled to national and international level.
How to cite: Faccini, F., Benedettini, A., Brodasca, V., Bruschini, U., Giammarini, R., Luino, F., Mortola, C., Neonato, F., Noce, P., Robbiano, A., Turconi, L., and Paliaga, G.: Nature-Based solutions for geo-hydrological risk reduction: the Portofino Park (Italy) experience in the H2020 RECONECT project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1501, https://doi.org/10.5194/egusphere-egu21-1501, 2021.
EGU21-3977 | vPICO presentations | NH1.4 | Highlight
The role of man-made terraces as NBS measure for geo-hydrological risk reduction in the Portofino Park (Italy) - H2020 RECONECT projectGuido Paliaga, Francesco Faccini, Fabio Luino, Laura Turconi, and Zoran Vojinovic
Man-made terraces are widely diffused in hilly-mountainous areas, representing an ancient anthropogenic landscape modification for agricultural purposes. Then, terraces have been involved in several changes through times: socio-economic evolution caused a progressive general abandonment of terraced areas causing land use change and even their obliteration or collapse. In some cases, terraces deeply shaped the landscape and then their maintenance is considered crucial for cultural, aesthetic and even touristic value.
Terraces belong to the soil and water conservation measures as they allow to reduce erosion, improve slope stabilization and retain water runoff; as such they fit perfectly into the Natured-Base Solution definition. The artificial immobilization of debris and stone in terraces may turn in a possible source of geo-hydrological hazard in case of heavy rains, as happened in the Riviera Ligure in the last 20 years; a sequence of events was associated to landslides and flash flood, causing damages and casualties. Then, the proper terraces maintenance and monitoring is crucial for the maintenance of the geomorphological and geotechnical slope stability.
We focused on terraces identification and on the evaluation of debris/stones volume trapped after centuries of human activity in the pilot area of the Portofino Park, which represents a unique natural and cultural landscape that is severely endangered by geo-hydrological hazards. The further step has been the spatial relationships assessment with the exposed elements like buildings, infrastructures and culverted stream, that is the basis of risk assessment and land use planning activities.
The research has been carried out within the framework of the Horizon 2020 RECONECT - Regenerating ECOsystems with Nature-Based Solutions for hydro-meteorological risk rEduCTion; the Italian RECONECT demonstrator is set in the Portofino Park.
Using a detailed Lidar survey, the edges of dry-stone walls were firstly identified, allowing a detailed mapping. Focusing to terrace bases allowed to recognize a possible natural surface through their interpolation along the slope: the difference between the terraced slope profile and the interpolated one allowed a preliminary volume assessment.
Dry-stone wall basis has been detected applying a local upslope curvature routine that is the weighted mean of local curvatures of the directly neighboring upslope contributing cells, controlled with 5 cm orthophoto. In very steep areas terraces stored volume mediumly accounts about 0.35 m3/m2, which agrees with the back analysis estimation of volumes collapsed after recent geo-hydrological events in the Ligurian Riviera.
Stored volume is an essential parameter for prioritizing terraces restoration interventions for risk reduction through NBS techniques. Finally, the survey and analysis outcome may be useful to investigate the recent numerous geo-hydrological events that have been triggered in terraced areas in large sectors of the Mediterranean.
How to cite: Paliaga, G., Faccini, F., Luino, F., Turconi, L., and Vojinovic, Z.: The role of man-made terraces as NBS measure for geo-hydrological risk reduction in the Portofino Park (Italy) - H2020 RECONECT project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3977, https://doi.org/10.5194/egusphere-egu21-3977, 2021.
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Man-made terraces are widely diffused in hilly-mountainous areas, representing an ancient anthropogenic landscape modification for agricultural purposes. Then, terraces have been involved in several changes through times: socio-economic evolution caused a progressive general abandonment of terraced areas causing land use change and even their obliteration or collapse. In some cases, terraces deeply shaped the landscape and then their maintenance is considered crucial for cultural, aesthetic and even touristic value.
Terraces belong to the soil and water conservation measures as they allow to reduce erosion, improve slope stabilization and retain water runoff; as such they fit perfectly into the Natured-Base Solution definition. The artificial immobilization of debris and stone in terraces may turn in a possible source of geo-hydrological hazard in case of heavy rains, as happened in the Riviera Ligure in the last 20 years; a sequence of events was associated to landslides and flash flood, causing damages and casualties. Then, the proper terraces maintenance and monitoring is crucial for the maintenance of the geomorphological and geotechnical slope stability.
We focused on terraces identification and on the evaluation of debris/stones volume trapped after centuries of human activity in the pilot area of the Portofino Park, which represents a unique natural and cultural landscape that is severely endangered by geo-hydrological hazards. The further step has been the spatial relationships assessment with the exposed elements like buildings, infrastructures and culverted stream, that is the basis of risk assessment and land use planning activities.
The research has been carried out within the framework of the Horizon 2020 RECONECT - Regenerating ECOsystems with Nature-Based Solutions for hydro-meteorological risk rEduCTion; the Italian RECONECT demonstrator is set in the Portofino Park.
Using a detailed Lidar survey, the edges of dry-stone walls were firstly identified, allowing a detailed mapping. Focusing to terrace bases allowed to recognize a possible natural surface through their interpolation along the slope: the difference between the terraced slope profile and the interpolated one allowed a preliminary volume assessment.
Dry-stone wall basis has been detected applying a local upslope curvature routine that is the weighted mean of local curvatures of the directly neighboring upslope contributing cells, controlled with 5 cm orthophoto. In very steep areas terraces stored volume mediumly accounts about 0.35 m3/m2, which agrees with the back analysis estimation of volumes collapsed after recent geo-hydrological events in the Ligurian Riviera.
Stored volume is an essential parameter for prioritizing terraces restoration interventions for risk reduction through NBS techniques. Finally, the survey and analysis outcome may be useful to investigate the recent numerous geo-hydrological events that have been triggered in terraced areas in large sectors of the Mediterranean.
How to cite: Paliaga, G., Faccini, F., Luino, F., Turconi, L., and Vojinovic, Z.: The role of man-made terraces as NBS measure for geo-hydrological risk reduction in the Portofino Park (Italy) - H2020 RECONECT project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3977, https://doi.org/10.5194/egusphere-egu21-3977, 2021.
EGU21-2052 | vPICO presentations | NH1.4
Nature-based sealing of leaky streams - Testing a bio-degradable bentonite mat for preventing infiltration losses in alpine streamThomas Zieher, Jan Pfeiffer, Annemarie Polderman, Kent von Maubeuge, Helmut Hochreiter, Christian Ribis, Veronika Lechner, and Daniel Bergmeister
Deep-seated landslides can pose a serious threat to settlement areas and their assets in mountain regions across the world. An important step of a holistic landslide management is the implementation of suitable mitigation measures. However, technical mitigation measures against the impacts of natural hazards often rely on synthetic materials. Progress in materials science and development often makes it possible to replace synthetic components with renewable, bio-degradable materials that provide the same functionality. These alternative, nature-based solutions can simultaneously offer co-benefits such as environmental sustainability, less maintenance efforts and a greater societal acceptance. In this context, an experimental setup was installed in the upslope catchment area of an active deep-seated landslide in Vögelsberg (community of Wattens, Tyrol, Austria). At the chosen location the infiltration losses along the unconsolidated streambed potentially contribute to groundwater recharge, which is considered a main hydrological driver of the landslide. The goal of the experiment was to efficiently seal a 25 m long section of a stream without relying on synthetic materials. To reach this goal, a prototype of a bio-degradable bentonite mat was implemented as an impermeable layer in the subsurface of the leaky stream section. The efficacy of the mat is continuously monitored by several soil moisture probes installed below and above the layer and repeated measurements of subsurface characteristics with the help of electrical resistivity tomography. Furthermore, topographic changes due to erosion or sagging of the embankments are periodically monitored using a terrestrial laser scanner. Currently, the implemented solution must be considered a concept case to help raise awareness for this nature-based alternative to conventional engineering measures based on synthetic materials. If the experiment proves successful, it could be upscaled in the upstream catchment area of the landslide to prevent infiltration along leaky streams in the same way and reduce the hydrological forcing of the landslide.
The present study has been carried out in the OPERANDUM project. This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 776848.
How to cite: Zieher, T., Pfeiffer, J., Polderman, A., von Maubeuge, K., Hochreiter, H., Ribis, C., Lechner, V., and Bergmeister, D.: Nature-based sealing of leaky streams - Testing a bio-degradable bentonite mat for preventing infiltration losses in alpine stream, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2052, https://doi.org/10.5194/egusphere-egu21-2052, 2021.
Deep-seated landslides can pose a serious threat to settlement areas and their assets in mountain regions across the world. An important step of a holistic landslide management is the implementation of suitable mitigation measures. However, technical mitigation measures against the impacts of natural hazards often rely on synthetic materials. Progress in materials science and development often makes it possible to replace synthetic components with renewable, bio-degradable materials that provide the same functionality. These alternative, nature-based solutions can simultaneously offer co-benefits such as environmental sustainability, less maintenance efforts and a greater societal acceptance. In this context, an experimental setup was installed in the upslope catchment area of an active deep-seated landslide in Vögelsberg (community of Wattens, Tyrol, Austria). At the chosen location the infiltration losses along the unconsolidated streambed potentially contribute to groundwater recharge, which is considered a main hydrological driver of the landslide. The goal of the experiment was to efficiently seal a 25 m long section of a stream without relying on synthetic materials. To reach this goal, a prototype of a bio-degradable bentonite mat was implemented as an impermeable layer in the subsurface of the leaky stream section. The efficacy of the mat is continuously monitored by several soil moisture probes installed below and above the layer and repeated measurements of subsurface characteristics with the help of electrical resistivity tomography. Furthermore, topographic changes due to erosion or sagging of the embankments are periodically monitored using a terrestrial laser scanner. Currently, the implemented solution must be considered a concept case to help raise awareness for this nature-based alternative to conventional engineering measures based on synthetic materials. If the experiment proves successful, it could be upscaled in the upstream catchment area of the landslide to prevent infiltration along leaky streams in the same way and reduce the hydrological forcing of the landslide.
The present study has been carried out in the OPERANDUM project. This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 776848.
How to cite: Zieher, T., Pfeiffer, J., Polderman, A., von Maubeuge, K., Hochreiter, H., Ribis, C., Lechner, V., and Bergmeister, D.: Nature-based sealing of leaky streams - Testing a bio-degradable bentonite mat for preventing infiltration losses in alpine stream, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2052, https://doi.org/10.5194/egusphere-egu21-2052, 2021.
EGU21-3249 | vPICO presentations | NH1.4
Exploring Perceptions of Natural Water Retention Measures and Their Implementation: A Case Study in Northeastern ItalyGiacomo Bernello, Elena Mondino, and Lucia Bortolini
Heavy rainfall is one of the hydrogeological hazards increasingly connected with climatic changes. Natural Water Retention Measures (NWRMs) implementation represents a chance to build resilient communities and to reduce potential damage. This water management approach has several designs and can be adopted at different scales. However, NWRMs are not widespread, and in some cases they are even ignored by both citizens and public administrations. Understanding how people perceive NWRMs is the first step to promote the implementation of these structures. This study aims at exploring people’s knowledge of NWRMs and their attitudes towards them. We conducted a survey in the Veneto Region (Northeastern Italy) in 2020. Preliminary data exploration shows that the overall knowledge of NWRMs varies depending on the type of retention measure. Respondents’ attitudes towards NWRMs are positive in public areas (e.g. green spaces, parking lots), but are more heterogeneous when it comes to private properties (e.g. houses, private gardens). Further investigations are therefore needed concerning the last point. This study provides a deeper understanding of the dynamics behind water management systems’ implementation to reduce heavy rainfall and flood damage and can inform policymakers dealing with flood risk management.
How to cite: Bernello, G., Mondino, E., and Bortolini, L.: Exploring Perceptions of Natural Water Retention Measures and Their Implementation: A Case Study in Northeastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3249, https://doi.org/10.5194/egusphere-egu21-3249, 2021.
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Heavy rainfall is one of the hydrogeological hazards increasingly connected with climatic changes. Natural Water Retention Measures (NWRMs) implementation represents a chance to build resilient communities and to reduce potential damage. This water management approach has several designs and can be adopted at different scales. However, NWRMs are not widespread, and in some cases they are even ignored by both citizens and public administrations. Understanding how people perceive NWRMs is the first step to promote the implementation of these structures. This study aims at exploring people’s knowledge of NWRMs and their attitudes towards them. We conducted a survey in the Veneto Region (Northeastern Italy) in 2020. Preliminary data exploration shows that the overall knowledge of NWRMs varies depending on the type of retention measure. Respondents’ attitudes towards NWRMs are positive in public areas (e.g. green spaces, parking lots), but are more heterogeneous when it comes to private properties (e.g. houses, private gardens). Further investigations are therefore needed concerning the last point. This study provides a deeper understanding of the dynamics behind water management systems’ implementation to reduce heavy rainfall and flood damage and can inform policymakers dealing with flood risk management.
How to cite: Bernello, G., Mondino, E., and Bortolini, L.: Exploring Perceptions of Natural Water Retention Measures and Their Implementation: A Case Study in Northeastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3249, https://doi.org/10.5194/egusphere-egu21-3249, 2021.
EGU21-14887 | vPICO presentations | NH1.4
Future salt intrusion climate scenarios: the case of the Po riverGiorgia Verri, Sahameddin Mahmoudi Kurdistani, Nadia Pinardi, Giovanni Coppini, Andrea Valentini, and Dario Conte
A 2-layer Estuary Box Model, named CMCC EBM (Verri et al., 2020), has been devised by the CMCC Foundation to offer a proper representation of the estuarine overturning circulation and mixing processes in a coupled modelling framework with hydrology models and ocean models. The regional to global ocean models reaching the mesoscale cannot solve the estuarine dynamics because they cannot represent the estuary geometry due to their low resolution. Thus, the idea of an estuary box model that gives reasonable values of water volume flux and salinity at the river mouth, which in turn affects the ocean dynamics.
A further development of the model equations (Verri et al. 2021, under revision) considers the estuary length, i.e. the length of the salt wedge intrusion, as a model unknown which depends on the competition between the riverine freshwater and the salt ocean water.
The physical core of the model consists of two conservation equations for volume flux and salt flux both averaged over the diurnal tidal cycle. Moreover, two non-dimensional equations based on the Buckingham theorem have been conceived to provide the estuary length and the along-estuary eddy diffusivity (Verri et al., under revision) as time-variable parameters instead of assuming they are static as most box models do.
The input fields required by the CMCC EBM are the river runoff at the estuary head and the ocean inflow at the river mouth in terms of both barotropic tidal inflow through the water column and baroclinic inflow at the bottom. The estuary width and depth at the river mouth are the only tunable parameters of the CMCC EBM.
The model capability to estimate the length of the salt wedge intrusion has been tested and validated. The Po di Goro branch of the Po delta system has been selected as case study. It is representative of the river-dominated estuaries in a micro-tidal sea, the so called “salt wedge estuaries”, with a multiannual average of the salt wedge intrusion around 15 km according to the ArpaE monitoring campaigns.
Overall the high statistical performance, the short computation time and the minimal calibration encourage to use the CMCC EBM in coupled mode with mesoscale ocean models to produce more realistic operational forecasts and climate scenarios.
In the framework of the Operandum H2020 project (https://www.operandum-project.eu), the CMCC EBM has been used to provided historical simulations (1981-2010 time window) and mid-term scenarios (2021-2050 time window under RCP 8.5) of both the salt wedge length and the salinity at the Po di Goro mouth. The final aim is to design and develop a site-specific nature-based solution which may address the pressing issue of the salinization of the inland waters. The CMCC EBM results clearly showed a stronger intrusion of saltier ocean water in the middle term. The average, the minimum and the maximum values of salinity at the river mouth provided by the model projections are assumed as reference values to investigate the behaviour of two halophyte species which have been selected to reduce the saline intrusion problem because of their high salinity absorption capacity.
How to cite: Verri, G., Mahmoudi Kurdistani, S., Pinardi, N., Coppini, G., Valentini, A., and Conte, D.: Future salt intrusion climate scenarios: the case of the Po river, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14887, https://doi.org/10.5194/egusphere-egu21-14887, 2021.
A 2-layer Estuary Box Model, named CMCC EBM (Verri et al., 2020), has been devised by the CMCC Foundation to offer a proper representation of the estuarine overturning circulation and mixing processes in a coupled modelling framework with hydrology models and ocean models. The regional to global ocean models reaching the mesoscale cannot solve the estuarine dynamics because they cannot represent the estuary geometry due to their low resolution. Thus, the idea of an estuary box model that gives reasonable values of water volume flux and salinity at the river mouth, which in turn affects the ocean dynamics.
A further development of the model equations (Verri et al. 2021, under revision) considers the estuary length, i.e. the length of the salt wedge intrusion, as a model unknown which depends on the competition between the riverine freshwater and the salt ocean water.
The physical core of the model consists of two conservation equations for volume flux and salt flux both averaged over the diurnal tidal cycle. Moreover, two non-dimensional equations based on the Buckingham theorem have been conceived to provide the estuary length and the along-estuary eddy diffusivity (Verri et al., under revision) as time-variable parameters instead of assuming they are static as most box models do.
The input fields required by the CMCC EBM are the river runoff at the estuary head and the ocean inflow at the river mouth in terms of both barotropic tidal inflow through the water column and baroclinic inflow at the bottom. The estuary width and depth at the river mouth are the only tunable parameters of the CMCC EBM.
The model capability to estimate the length of the salt wedge intrusion has been tested and validated. The Po di Goro branch of the Po delta system has been selected as case study. It is representative of the river-dominated estuaries in a micro-tidal sea, the so called “salt wedge estuaries”, with a multiannual average of the salt wedge intrusion around 15 km according to the ArpaE monitoring campaigns.
Overall the high statistical performance, the short computation time and the minimal calibration encourage to use the CMCC EBM in coupled mode with mesoscale ocean models to produce more realistic operational forecasts and climate scenarios.
In the framework of the Operandum H2020 project (https://www.operandum-project.eu), the CMCC EBM has been used to provided historical simulations (1981-2010 time window) and mid-term scenarios (2021-2050 time window under RCP 8.5) of both the salt wedge length and the salinity at the Po di Goro mouth. The final aim is to design and develop a site-specific nature-based solution which may address the pressing issue of the salinization of the inland waters. The CMCC EBM results clearly showed a stronger intrusion of saltier ocean water in the middle term. The average, the minimum and the maximum values of salinity at the river mouth provided by the model projections are assumed as reference values to investigate the behaviour of two halophyte species which have been selected to reduce the saline intrusion problem because of their high salinity absorption capacity.
How to cite: Verri, G., Mahmoudi Kurdistani, S., Pinardi, N., Coppini, G., Valentini, A., and Conte, D.: Future salt intrusion climate scenarios: the case of the Po river, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14887, https://doi.org/10.5194/egusphere-egu21-14887, 2021.
EGU21-5801 | vPICO presentations | NH1.4
Barriers and levers for implementing sustainable Nature-Based Solutions in citiesChloé Duffaut, Nathalie Frascaria-Lacoste, and Pierre-Antoine Versini
Hydro-meteorological risks are increasing and this could be due to global changes. These risks are particularly important in the urban context where most human beings live. Indeed, the impervious surfaces present in cities increase the risk of flooding, for example. Nature-Based Solutions can help to reduce these risks by creating permeable soils or storing water while promoting biodiversity. In this context, it is essential to understand what hinders the development and sustainability of these Nature-based Solutions in the city and what could help to deploy them on a large scale. For this purpose, various professionals working on Nature-Based Solutions in the city in France, were interviewed between 2020 and 2021, both in the academic and operational sectors, or even at the interface between the two: researchers in ecology or hydrology, IUCN (International Union for Conservation of Nature) project manager, project managers at the Regional Biodiversity Agency, director and natural environment manager of a watershed union, agro-economists engineer among others. They were asked what are the barriers and potential opportunities for Nature-Based Solutions implementation and sustainability in city. By analysing their answers, it emerges that the obstacles are more often cultural, political or financial than technical. The potential levers often mentioned are education and awareness-raising at all levels, especially for elected officials and the general public. Regulations such as the PLU (Local Urban Plan) and new funding for more natural spaces in the city also seem to be means of promoting Nature-based Solutions in urban areas. These interviews with diverse professionals directly involved in Nature-Based Solutions in cities allow to give real courses of action to be taken to democratize these Solutions throughout the French territory, or even internationally, and therefore ultimately reduce the risks of hydro-meteorology. This is one of the objectives of the French ANR project EVNATURB (Assessment of ecosystem performance of a renaturation of the urban environment), in which this study has been carried out.
How to cite: Duffaut, C., Frascaria-Lacoste, N., and Versini, P.-A.: Barriers and levers for implementing sustainable Nature-Based Solutions in cities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5801, https://doi.org/10.5194/egusphere-egu21-5801, 2021.
Hydro-meteorological risks are increasing and this could be due to global changes. These risks are particularly important in the urban context where most human beings live. Indeed, the impervious surfaces present in cities increase the risk of flooding, for example. Nature-Based Solutions can help to reduce these risks by creating permeable soils or storing water while promoting biodiversity. In this context, it is essential to understand what hinders the development and sustainability of these Nature-based Solutions in the city and what could help to deploy them on a large scale. For this purpose, various professionals working on Nature-Based Solutions in the city in France, were interviewed between 2020 and 2021, both in the academic and operational sectors, or even at the interface between the two: researchers in ecology or hydrology, IUCN (International Union for Conservation of Nature) project manager, project managers at the Regional Biodiversity Agency, director and natural environment manager of a watershed union, agro-economists engineer among others. They were asked what are the barriers and potential opportunities for Nature-Based Solutions implementation and sustainability in city. By analysing their answers, it emerges that the obstacles are more often cultural, political or financial than technical. The potential levers often mentioned are education and awareness-raising at all levels, especially for elected officials and the general public. Regulations such as the PLU (Local Urban Plan) and new funding for more natural spaces in the city also seem to be means of promoting Nature-based Solutions in urban areas. These interviews with diverse professionals directly involved in Nature-Based Solutions in cities allow to give real courses of action to be taken to democratize these Solutions throughout the French territory, or even internationally, and therefore ultimately reduce the risks of hydro-meteorology. This is one of the objectives of the French ANR project EVNATURB (Assessment of ecosystem performance of a renaturation of the urban environment), in which this study has been carried out.
How to cite: Duffaut, C., Frascaria-Lacoste, N., and Versini, P.-A.: Barriers and levers for implementing sustainable Nature-Based Solutions in cities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5801, https://doi.org/10.5194/egusphere-egu21-5801, 2021.
EGU21-7039 | vPICO presentations | NH1.4 | Highlight
Examples of Floodplain Restoration Evaluation Studies in the Danube River BasinFrancesca Perosa, Marion Gelhaus, Veronika Zwirglmaier, Leonardo F. Arias-Rodriguez, Aude Zingraff-Hamed, Bernd Cyffka, and Markus Disse
Countries located in the Danube River Basin (DRB) are in danger of being affected by major catastrophic floods along the Danube and its tributaries. Floodplain restoration measures are among win-win nature-based solutions (NBS) for flood risk reduction but practitioners see their limitations in comparison to technical measures, when looking at their effectiveness and profitability. Within the framework of the EU Interreg Danube Floodplain project, this presentation shows the benefits of floodplain restoration in terms of monetized ecosystem services (ES). Our work focused on multiple ES groups for four study areas in the Danube catchment, located in Czech Republic, Romania, Serbia, and Slovenia. This was done with the help of stakeholder engagement, hydrodynamic models results, and the Toolkit for Ecosystem Service Site-Based Assessment (TESSA). Moreover, the approach was complemented with alternative methodologies (e.g. surveys on social media). Results show positive annual combined benefits of floodplain restoration measures, suggesting the helpfulness of evaluating these NBS through ES assessment. The work done will help increasing the knowledge on floodplain and their ES, and on how to rapidly evaluate them. Moreover, it will bring decision-makers further evidence in favor of floodplain restoration measures to be implemented for a general benefit of the communities.
How to cite: Perosa, F., Gelhaus, M., Zwirglmaier, V., Arias-Rodriguez, L. F., Zingraff-Hamed, A., Cyffka, B., and Disse, M.: Examples of Floodplain Restoration Evaluation Studies in the Danube River Basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7039, https://doi.org/10.5194/egusphere-egu21-7039, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Countries located in the Danube River Basin (DRB) are in danger of being affected by major catastrophic floods along the Danube and its tributaries. Floodplain restoration measures are among win-win nature-based solutions (NBS) for flood risk reduction but practitioners see their limitations in comparison to technical measures, when looking at their effectiveness and profitability. Within the framework of the EU Interreg Danube Floodplain project, this presentation shows the benefits of floodplain restoration in terms of monetized ecosystem services (ES). Our work focused on multiple ES groups for four study areas in the Danube catchment, located in Czech Republic, Romania, Serbia, and Slovenia. This was done with the help of stakeholder engagement, hydrodynamic models results, and the Toolkit for Ecosystem Service Site-Based Assessment (TESSA). Moreover, the approach was complemented with alternative methodologies (e.g. surveys on social media). Results show positive annual combined benefits of floodplain restoration measures, suggesting the helpfulness of evaluating these NBS through ES assessment. The work done will help increasing the knowledge on floodplain and their ES, and on how to rapidly evaluate them. Moreover, it will bring decision-makers further evidence in favor of floodplain restoration measures to be implemented for a general benefit of the communities.
How to cite: Perosa, F., Gelhaus, M., Zwirglmaier, V., Arias-Rodriguez, L. F., Zingraff-Hamed, A., Cyffka, B., and Disse, M.: Examples of Floodplain Restoration Evaluation Studies in the Danube River Basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7039, https://doi.org/10.5194/egusphere-egu21-7039, 2021.
EGU21-5858 | vPICO presentations | NH1.4
The reinforcement effect of vegetation on live cribwallsAlejandro Gonzalez Ollauri, Slobodan Mickovski, Rohinton Emmanuel, and Albert Sorolla Edo
Live cribwalls are Nature-based solutions consisting of timber-based structures acting as retention walls at the toe of slopes and embankments subjected to instability and erosion events. The structure of live cribwalls resembles a multi-level crib made of timber logs from different plant species (e.g. pine, spruce, hazelnut, etc.). The crib structure is then backfilled with earth materials in which locally-available plant cuttings and/or saplings are inserted to establish a dense cover of native vegetation, providing added reinforcement and stability to the cribwall over time; particularly after the complete decay of the timber structure is reached. However, the effect of vegetation on the reinforcement of live cribwalls has not been examined systematically. Information on how vegetation can contribute to reinforce cribwalls hydrologically and mechanically is essential to evaluate the long-term performance of these Nature-based solutions against hydro-meteorological hazards. In this study, we propose a novel conceptual, numerical model based on empirical knowledge to evaluate the reinforcement effect of vegetation on live cribwalls over time. We also demonstrate how the proposed model can be applied to other Nature-based solutions concerned with slope protection and erosion control, such as live gratings or palisades.
How to cite: Gonzalez Ollauri, A., Mickovski, S., Emmanuel, R., and Sorolla Edo, A.: The reinforcement effect of vegetation on live cribwalls, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5858, https://doi.org/10.5194/egusphere-egu21-5858, 2021.
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Live cribwalls are Nature-based solutions consisting of timber-based structures acting as retention walls at the toe of slopes and embankments subjected to instability and erosion events. The structure of live cribwalls resembles a multi-level crib made of timber logs from different plant species (e.g. pine, spruce, hazelnut, etc.). The crib structure is then backfilled with earth materials in which locally-available plant cuttings and/or saplings are inserted to establish a dense cover of native vegetation, providing added reinforcement and stability to the cribwall over time; particularly after the complete decay of the timber structure is reached. However, the effect of vegetation on the reinforcement of live cribwalls has not been examined systematically. Information on how vegetation can contribute to reinforce cribwalls hydrologically and mechanically is essential to evaluate the long-term performance of these Nature-based solutions against hydro-meteorological hazards. In this study, we propose a novel conceptual, numerical model based on empirical knowledge to evaluate the reinforcement effect of vegetation on live cribwalls over time. We also demonstrate how the proposed model can be applied to other Nature-based solutions concerned with slope protection and erosion control, such as live gratings or palisades.
How to cite: Gonzalez Ollauri, A., Mickovski, S., Emmanuel, R., and Sorolla Edo, A.: The reinforcement effect of vegetation on live cribwalls, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5858, https://doi.org/10.5194/egusphere-egu21-5858, 2021.
EGU21-8522 | vPICO presentations | NH1.4
156 Nature-based solutions in the German Alps to mitigate hydro-meteorological risksAude Zingraff-Hamed, Gerd Lupp, Jonathan Schedler, Josh Huang, and Stephan Pauleit
Nature-based solutions (NBS) are increasingly recognized as robust, sustainable and cost-effective measures for reducing the risk of extreme weather events. Their widespread implementation has become an important goal of the European Union’s political agenda. Many types of measures are included under the umbrella term of NBS. As their number is increasing, knowledge transfer should support effective implementation. Efforts have been made by a number of EU funded projects to develop and assess NBS implementation and enhance the transfer of experience. European databases as OPPLA has been created for this purpose. Interestingly, while mountain areas are highly vulnerable and already have experienced numerous extreme hydro-meteorological events and related natural hazards, NBS implementation in mountain area have received very little attention in both the research and practices until recently. The EU funded project PHUSICOS intends to partly fill this research gap by contributing in the knowledge transfer effort in making an inventory of NBS at their case study sites located in mountain areas. Given this background, the goal of our study is to provide a detailed overview of the NBS implementation effort for the case of German Alps. In this contribution, we present a systematic survey performed in the German Alps. We found 156 solutions implemented. Descriptive and qualitative analyses provided an overview of the implementation efforts in the German Alpine areas. Most of the measures were located within river systems and targeted flood protection. Few measures were implemented in the upper catchment to retain water on the land. Furthermore, few solutions exist to mitigate soil erosion and landslide. Further analysis concentrated on the stakeholders driving the NBS implementation. This survey may help, in the future to develop practical guidelines, identify governance enablers, ease cross-fertilization and identify successfully strategies.
How to cite: Zingraff-Hamed, A., Lupp, G., Schedler, J., Huang, J., and Pauleit, S.: 156 Nature-based solutions in the German Alps to mitigate hydro-meteorological risks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8522, https://doi.org/10.5194/egusphere-egu21-8522, 2021.
Nature-based solutions (NBS) are increasingly recognized as robust, sustainable and cost-effective measures for reducing the risk of extreme weather events. Their widespread implementation has become an important goal of the European Union’s political agenda. Many types of measures are included under the umbrella term of NBS. As their number is increasing, knowledge transfer should support effective implementation. Efforts have been made by a number of EU funded projects to develop and assess NBS implementation and enhance the transfer of experience. European databases as OPPLA has been created for this purpose. Interestingly, while mountain areas are highly vulnerable and already have experienced numerous extreme hydro-meteorological events and related natural hazards, NBS implementation in mountain area have received very little attention in both the research and practices until recently. The EU funded project PHUSICOS intends to partly fill this research gap by contributing in the knowledge transfer effort in making an inventory of NBS at their case study sites located in mountain areas. Given this background, the goal of our study is to provide a detailed overview of the NBS implementation effort for the case of German Alps. In this contribution, we present a systematic survey performed in the German Alps. We found 156 solutions implemented. Descriptive and qualitative analyses provided an overview of the implementation efforts in the German Alpine areas. Most of the measures were located within river systems and targeted flood protection. Few measures were implemented in the upper catchment to retain water on the land. Furthermore, few solutions exist to mitigate soil erosion and landslide. Further analysis concentrated on the stakeholders driving the NBS implementation. This survey may help, in the future to develop practical guidelines, identify governance enablers, ease cross-fertilization and identify successfully strategies.
How to cite: Zingraff-Hamed, A., Lupp, G., Schedler, J., Huang, J., and Pauleit, S.: 156 Nature-based solutions in the German Alps to mitigate hydro-meteorological risks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8522, https://doi.org/10.5194/egusphere-egu21-8522, 2021.
EGU21-9779 | vPICO presentations | NH1.4
Offline Storage Areas as a Natural Flood Management intervention: Evidence from the Evenlode catchment, UKJames Bishop, Gareth Old, Ponnambalam Rameshwaran, Andrew Wade, David Gasca-Tucker, John Robotham, Ann Berkeley, David McKnight, and Jo Old
Catchment-based approaches that work with natural processes for fluvial flood risk reduction are currently the subject of much interest both internationally and in the UK, where they are known as Natural Flood Management (NFM). NFM schemes typically seek to replicate, restore, or enhance natural features of the environment so as to store and/or slow floodwaters during storm events. Benefits over traditional hard-engineered flood management approaches include reduced capital costs and carbon emissions, and they can deliver positive outcomes for both water quality and biodiversity. Despite a small number of studies indicating their potential value, the further uptake of NFM schemes is limited by a lack of empirical evidence demonstrating their effectiveness.
We present results from an intensive monitoring network within a tributary (catchment area 3.4 km2) of the Littlestock Brook, a lowland agricultural catchment within South East England that presents a flood risk to the downstream village of Milton-under-Wychwood. The catchment forms part of the first NFM scheme of its kind within the River Thames basin, currently being delivered in partnership by the Evenlode Catchment Partnership and the Environment Agency as part of a five-year project (2016-2021). Precipitation, stream discharge, and water level within eight offline storage areas have been continuously monitored since September 2019. High resolution topographic surveys of each storage area enable filling, storing, and drainage dynamics to be determined and compared with downstream hydrograph metrics. A series of storm events between October 2019 and February 2020 have provided a unique dataset for investigating the performance of the NFM scheme.
Data from four storms with estimated peak-discharge return periods ranging from 2.7 to 5.5 years demonstrate the potential for reducing peak discharge. During the largest storm, flood volume across the peak of the hydrograph was reduced by 22%, with 64% of total storage capacity remaining unused. Variations in the filling, storing, and drainage characteristics of each storage area have consequences for the overall effectiveness for reducing downstream flood risk and these will be discussed.
How to cite: Bishop, J., Old, G., Rameshwaran, P., Wade, A., Gasca-Tucker, D., Robotham, J., Berkeley, A., McKnight, D., and Old, J.: Offline Storage Areas as a Natural Flood Management intervention: Evidence from the Evenlode catchment, UK, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9779, https://doi.org/10.5194/egusphere-egu21-9779, 2021.
Catchment-based approaches that work with natural processes for fluvial flood risk reduction are currently the subject of much interest both internationally and in the UK, where they are known as Natural Flood Management (NFM). NFM schemes typically seek to replicate, restore, or enhance natural features of the environment so as to store and/or slow floodwaters during storm events. Benefits over traditional hard-engineered flood management approaches include reduced capital costs and carbon emissions, and they can deliver positive outcomes for both water quality and biodiversity. Despite a small number of studies indicating their potential value, the further uptake of NFM schemes is limited by a lack of empirical evidence demonstrating their effectiveness.
We present results from an intensive monitoring network within a tributary (catchment area 3.4 km2) of the Littlestock Brook, a lowland agricultural catchment within South East England that presents a flood risk to the downstream village of Milton-under-Wychwood. The catchment forms part of the first NFM scheme of its kind within the River Thames basin, currently being delivered in partnership by the Evenlode Catchment Partnership and the Environment Agency as part of a five-year project (2016-2021). Precipitation, stream discharge, and water level within eight offline storage areas have been continuously monitored since September 2019. High resolution topographic surveys of each storage area enable filling, storing, and drainage dynamics to be determined and compared with downstream hydrograph metrics. A series of storm events between October 2019 and February 2020 have provided a unique dataset for investigating the performance of the NFM scheme.
Data from four storms with estimated peak-discharge return periods ranging from 2.7 to 5.5 years demonstrate the potential for reducing peak discharge. During the largest storm, flood volume across the peak of the hydrograph was reduced by 22%, with 64% of total storage capacity remaining unused. Variations in the filling, storing, and drainage characteristics of each storage area have consequences for the overall effectiveness for reducing downstream flood risk and these will be discussed.
How to cite: Bishop, J., Old, G., Rameshwaran, P., Wade, A., Gasca-Tucker, D., Robotham, J., Berkeley, A., McKnight, D., and Old, J.: Offline Storage Areas as a Natural Flood Management intervention: Evidence from the Evenlode catchment, UK, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9779, https://doi.org/10.5194/egusphere-egu21-9779, 2021.
EGU21-14461 | vPICO presentations | NH1.4
Effectiveness of green roofs in reduction of rainfall-fed runoff: A case study in Dublin, IrelandBidroha Basu, Arunima Sarkar Basu, Srikanta Sannigrahi, and Francesco Pilla
Increase in extreme rainfall and storm events due to climate change and decrease in water retention in soil due to urbanization has increased the risk of flooding in cities globally. Since majority of the cites are mostly developed, expanding the conventional urban drainage system to account for the excess runoff produced by the rainfall event has limited scope. The challenge is to develop sustainable urban drainage systems (SUDS) to reduce runoff and create a flood control system in major cities. One of the SUDS that are becoming popular is the use of nature-based solutions (NBSs). A set of conventional NBSs to mitigate flood risk include bioswales, bio-retention, tree pits, infiltration trenches. However, even though their performance in flood control is found to be effective, they require considerable land area for deployment, which might be difficult to obtain in cities. For this purpose, green roofs have becoming popular as an alternative NBS in flood control, as it does not require any additional land area for deployment. This study investigates the effectiveness of a green roof in reduction of runoff via real-world case study. A green roof deployed in the CHQ building located at the city centre in Dublin, Ireland has been considered for the study. The green roof has a total size of 70 sq. m. Performance of the green roof in runoff reduction was measured based on rainfall and water retention data collected at four modular units, each having 1 sq. meter area, located at the centre of the roof with an IoT weight scale. The data has been collected for 1 week at 3-minute interval, and the reduction in runoff with and without the presence of the green roof has been estimated. The performance of the green roofs in runoff reduction was found to vary between 20-40% depending on the intensity of storm events.
How to cite: Basu, B., Sarkar Basu, A., Sannigrahi, S., and Pilla, F.: Effectiveness of green roofs in reduction of rainfall-fed runoff: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14461, https://doi.org/10.5194/egusphere-egu21-14461, 2021.
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Increase in extreme rainfall and storm events due to climate change and decrease in water retention in soil due to urbanization has increased the risk of flooding in cities globally. Since majority of the cites are mostly developed, expanding the conventional urban drainage system to account for the excess runoff produced by the rainfall event has limited scope. The challenge is to develop sustainable urban drainage systems (SUDS) to reduce runoff and create a flood control system in major cities. One of the SUDS that are becoming popular is the use of nature-based solutions (NBSs). A set of conventional NBSs to mitigate flood risk include bioswales, bio-retention, tree pits, infiltration trenches. However, even though their performance in flood control is found to be effective, they require considerable land area for deployment, which might be difficult to obtain in cities. For this purpose, green roofs have becoming popular as an alternative NBS in flood control, as it does not require any additional land area for deployment. This study investigates the effectiveness of a green roof in reduction of runoff via real-world case study. A green roof deployed in the CHQ building located at the city centre in Dublin, Ireland has been considered for the study. The green roof has a total size of 70 sq. m. Performance of the green roof in runoff reduction was measured based on rainfall and water retention data collected at four modular units, each having 1 sq. meter area, located at the centre of the roof with an IoT weight scale. The data has been collected for 1 week at 3-minute interval, and the reduction in runoff with and without the presence of the green roof has been estimated. The performance of the green roofs in runoff reduction was found to vary between 20-40% depending on the intensity of storm events.
How to cite: Basu, B., Sarkar Basu, A., Sannigrahi, S., and Pilla, F.: Effectiveness of green roofs in reduction of rainfall-fed runoff: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14461, https://doi.org/10.5194/egusphere-egu21-14461, 2021.
EGU21-7508 | vPICO presentations | NH1.4
Monitoring Leaky Barriers for Natural Flood Management (NFM) within a community-led projectGabrielle Powell, Joanna Clark, and Tom Nisbet
Natural Flood management (NFM) is a nature-based solution and catchment-based approach to flood mitigation. Leaky barriers are a form of NFM and are popular amongst community groups working with natural processes as an affordable and sustainable action that they themselves can implement without investment in large infrastructure. At our research site, over 30 Leaky barriers have been implemented along a mile-long stretch of flashy river by a local community flood group and landowner in an attempt to decrease flood risk downstream in partnership with the Environment Agency. The effectiveness of these leaky barriers is being monitored in a number of ways, including: river flow, river level, geomorphic surveys and time-lapse footage. We describe the project dynamics and operational context that shaped the adopted control-intervention monitoring design. Based on previous studies, we hypothesize that leaky barriers will be most effective at mitigating smaller, rather than large flood events, such as in 2007. This is tested by examining the data collected over 2019-20, which includes storm Dennis (13th-19th February 2020) that caused widespread flooding across England and Wales. The results will contribute to a wider evidence base being collected by the Environment Agency, exploring the context in which community projects and monitoring take place against the changing expectations of funders and the evaluation of data produced.
How to cite: Powell, G., Clark, J., and Nisbet, T.: Monitoring Leaky Barriers for Natural Flood Management (NFM) within a community-led project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7508, https://doi.org/10.5194/egusphere-egu21-7508, 2021.
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Natural Flood management (NFM) is a nature-based solution and catchment-based approach to flood mitigation. Leaky barriers are a form of NFM and are popular amongst community groups working with natural processes as an affordable and sustainable action that they themselves can implement without investment in large infrastructure. At our research site, over 30 Leaky barriers have been implemented along a mile-long stretch of flashy river by a local community flood group and landowner in an attempt to decrease flood risk downstream in partnership with the Environment Agency. The effectiveness of these leaky barriers is being monitored in a number of ways, including: river flow, river level, geomorphic surveys and time-lapse footage. We describe the project dynamics and operational context that shaped the adopted control-intervention monitoring design. Based on previous studies, we hypothesize that leaky barriers will be most effective at mitigating smaller, rather than large flood events, such as in 2007. This is tested by examining the data collected over 2019-20, which includes storm Dennis (13th-19th February 2020) that caused widespread flooding across England and Wales. The results will contribute to a wider evidence base being collected by the Environment Agency, exploring the context in which community projects and monitoring take place against the changing expectations of funders and the evaluation of data produced.
How to cite: Powell, G., Clark, J., and Nisbet, T.: Monitoring Leaky Barriers for Natural Flood Management (NFM) within a community-led project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7508, https://doi.org/10.5194/egusphere-egu21-7508, 2021.
EGU21-1380 | vPICO presentations | NH1.4 | Highlight
Nature-Based Solutions for Hydro-Meteorological Hazards: the OPERANDUM DatabaseLaura S. Leo, Sisay Debele, Joy Ommer, Saša Vranić, Zahra Amirzada, Irina Pavlova, Edoardo Bucchignani, Mohammad Aminur Rahman Shah, Alejandro Gonzalez-Ollauri, Slobodan B. Mickovski, Prashant Kumar, Milan Kalas, and Silvana Di Sabatino
Nature-Based Solutions (NBS) refer to the sustainable management, protection and use of nature to preserve the ecosystem and prevent the loss of biodiversity. Given the multiple environmental, social, and economic benefits they provide to society, NBS have been increasingly promoted and implemented in cities, especially for air pollution mitigation and the improving of human thermal comfort and well-being. Several databases and web platforms already exist, which document these beneficial impacts of NBS in our cities by collecting and exposing existing NBS case studies and projects from around globe. However, the effort of cataloging and storing NBS data according to common and harmonized principles and standards seems yet sporadic and uncoordinated at the global and European level, especially in the context of natural hazard-related disasters. Nature-based solutions have been indeed recently emerged as viable and effective measures to mitigate the impacts of hydro-meteorological phenomena such as floods, landslide, etc. in both urban and rural environments, an aspect not often emphasized in the existing databases.
Driven by the ambition of overcoming these two main gaps, an innovative geo-catalogue of existing NBS has been developed within the framework of GeoIKP, the NBS web-platform newly created by the EU H2020 project OPERANDUM.
The geo-catalogue represents a comprehensive, geo-referenced, database of NBS case studies which are specifically designed to mitigate the risk and impacts of hydro-meteorological hazards, under a variety of environmental setting and hazard categories. It therefore represents a novel and open-access data source to learn about, and explore, the usability of NBS in fulfilling climate mitigation and adaptation objectives over a wide range of hydro-meteorological hazards.
Case studies collected from various resources (NBS platforms, scientific literature, technical reports, OPERANDUM living labs, etc.) are revised, classified and harmonized according to internationally recognized standard and classification schemes (e.g., INSPIRE legislation, MAES classification, etc.) which allow to characterize each NBS through a comprehensive set of parameters, including the type of hazard and ecosystem, the societal challenges and driving policies linked to it, the type of intervention and its spatial coverage, among many others.
The highly structured and comprehensive data model adopted here enables to query the database and/or filter the results based on a multitude of individual parameters which encompass all different dimensions of NBS (e.g. geophysical, societal, environmental, etc.). This not only allows for a straightforward and automatic association to one or more thematic aspects of NBS, but also enhances standardization, discoverability and interoperability of NBS data.
How to cite: Leo, L. S., Debele, S., Ommer, J., Vranić, S., Amirzada, Z., Pavlova, I., Bucchignani, E., Shah, M. A. R., Gonzalez-Ollauri, A., Mickovski, S. B., Kumar, P., Kalas, M., and Di Sabatino, S.: Nature-Based Solutions for Hydro-Meteorological Hazards: the OPERANDUM Database, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1380, https://doi.org/10.5194/egusphere-egu21-1380, 2021.
Nature-Based Solutions (NBS) refer to the sustainable management, protection and use of nature to preserve the ecosystem and prevent the loss of biodiversity. Given the multiple environmental, social, and economic benefits they provide to society, NBS have been increasingly promoted and implemented in cities, especially for air pollution mitigation and the improving of human thermal comfort and well-being. Several databases and web platforms already exist, which document these beneficial impacts of NBS in our cities by collecting and exposing existing NBS case studies and projects from around globe. However, the effort of cataloging and storing NBS data according to common and harmonized principles and standards seems yet sporadic and uncoordinated at the global and European level, especially in the context of natural hazard-related disasters. Nature-based solutions have been indeed recently emerged as viable and effective measures to mitigate the impacts of hydro-meteorological phenomena such as floods, landslide, etc. in both urban and rural environments, an aspect not often emphasized in the existing databases.
Driven by the ambition of overcoming these two main gaps, an innovative geo-catalogue of existing NBS has been developed within the framework of GeoIKP, the NBS web-platform newly created by the EU H2020 project OPERANDUM.
The geo-catalogue represents a comprehensive, geo-referenced, database of NBS case studies which are specifically designed to mitigate the risk and impacts of hydro-meteorological hazards, under a variety of environmental setting and hazard categories. It therefore represents a novel and open-access data source to learn about, and explore, the usability of NBS in fulfilling climate mitigation and adaptation objectives over a wide range of hydro-meteorological hazards.
Case studies collected from various resources (NBS platforms, scientific literature, technical reports, OPERANDUM living labs, etc.) are revised, classified and harmonized according to internationally recognized standard and classification schemes (e.g., INSPIRE legislation, MAES classification, etc.) which allow to characterize each NBS through a comprehensive set of parameters, including the type of hazard and ecosystem, the societal challenges and driving policies linked to it, the type of intervention and its spatial coverage, among many others.
The highly structured and comprehensive data model adopted here enables to query the database and/or filter the results based on a multitude of individual parameters which encompass all different dimensions of NBS (e.g. geophysical, societal, environmental, etc.). This not only allows for a straightforward and automatic association to one or more thematic aspects of NBS, but also enhances standardization, discoverability and interoperability of NBS data.
How to cite: Leo, L. S., Debele, S., Ommer, J., Vranić, S., Amirzada, Z., Pavlova, I., Bucchignani, E., Shah, M. A. R., Gonzalez-Ollauri, A., Mickovski, S. B., Kumar, P., Kalas, M., and Di Sabatino, S.: Nature-Based Solutions for Hydro-Meteorological Hazards: the OPERANDUM Database, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1380, https://doi.org/10.5194/egusphere-egu21-1380, 2021.
EGU21-7874 | vPICO presentations | NH1.4
Quantifying co-benefits and potential disbenefits of NBS for Disaster Risk Reduction: a practical framework for ex-ante assessmentJoy Ommer, Edoardo Bucchignani, Laura S. Leo, Milan Kalas, Saša Vranić, Sisay Debele, Prashant Kumar, Hannah L. Cloke, and Silvana Di Sabatino
Nature-based solutions are increasingly implemented to tackle disaster risk reduction and climate change adaptation. Their rising popularity over grey solutions is partially explained by their number of additional benefits (so called co-benefits) for the socio-ecological system (SES). Frameworks are available to monitor and assess co-benefits, however, these frameworks are lacking clear guidance and ex-ante quantification of co-benefits and potential disbenefits of NBS. Another limitation is the accessibility and quality (representativeness) of data for computing indicators, especially, going towards larger scales (regional, pan-European). To develop a comprehensive framework and method for assessing and estimating possible side effects in advance, this paper aligns to existing frameworks but goes beyond those by providing practical guidance on data sourcing (including possible proxy variables) and quantification of both co-benefits and disbenefits. The resulting framework will support decision-making on area specific suitability of NBS for disaster risk reduction. Furthermore, it will enhance the planners’ knowledge and understanding of linked processes which can lead to potential positive and negative side effects; thus, this guidance will build a base for selecting suitable locations and NBS interventions.
How to cite: Ommer, J., Bucchignani, E., Leo, L. S., Kalas, M., Vranić, S., Debele, S., Kumar, P., Cloke, H. L., and Di Sabatino, S.: Quantifying co-benefits and potential disbenefits of NBS for Disaster Risk Reduction: a practical framework for ex-ante assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7874, https://doi.org/10.5194/egusphere-egu21-7874, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Nature-based solutions are increasingly implemented to tackle disaster risk reduction and climate change adaptation. Their rising popularity over grey solutions is partially explained by their number of additional benefits (so called co-benefits) for the socio-ecological system (SES). Frameworks are available to monitor and assess co-benefits, however, these frameworks are lacking clear guidance and ex-ante quantification of co-benefits and potential disbenefits of NBS. Another limitation is the accessibility and quality (representativeness) of data for computing indicators, especially, going towards larger scales (regional, pan-European). To develop a comprehensive framework and method for assessing and estimating possible side effects in advance, this paper aligns to existing frameworks but goes beyond those by providing practical guidance on data sourcing (including possible proxy variables) and quantification of both co-benefits and disbenefits. The resulting framework will support decision-making on area specific suitability of NBS for disaster risk reduction. Furthermore, it will enhance the planners’ knowledge and understanding of linked processes which can lead to potential positive and negative side effects; thus, this guidance will build a base for selecting suitable locations and NBS interventions.
How to cite: Ommer, J., Bucchignani, E., Leo, L. S., Kalas, M., Vranić, S., Debele, S., Kumar, P., Cloke, H. L., and Di Sabatino, S.: Quantifying co-benefits and potential disbenefits of NBS for Disaster Risk Reduction: a practical framework for ex-ante assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7874, https://doi.org/10.5194/egusphere-egu21-7874, 2021.
EGU21-9495 | vPICO presentations | NH1.4 | Highlight
The Open-Air Laboratory ItalyPaolo Ruggieri and the OAL-Italy
The Open-Air Laboratory is a novel concept developed by the EU-funded Operandum project (OPEn-air laboRAtories for Nature baseD solutions to Manage Environmental risk) to co-design, implement and assess the effectiveness of Nature-Based Solutions (NBSs).
In this work we present the Open-Air Laboratory Italy (OAL-Italy) and discuss the application of the OAL as a framework for the development of innovative NBSs to mitigate the impact of hydro-meteorological hazards in present and future climate. By combining consolidated practices in an original multidisciplinary frame, the OAL-Italy deploys novel modelling strategies, laboratory measurements and targeted monitoring open-field campaigns. In three operational sites, the NBSs are implemented via a co-design, co-development and co-deployment approach based on a thorough interaction with key stakeholders. By describing the structure and the approach of the OAL we illustrate salient features of the methodology developed in Operandum that are instrumental for the replicability and the upscaling of the NBSs.
Presented results address the use of the NBSs to mitigate a range of hydrometeorological hazards such as coastal erosion, flooding, storm surge and salt wedge intrusion. Innovative NBSs tested and developed by the OAL include: deep-rooted plants installed on a river embankment to prevent levee failures, special plants that can live in high salt concentration and remove salt from the river mouth water, an artificial dune and marine seagrass to mitigate the impact of storm surges and coastal erosion. We argue that the OAL constitutes an unprecedented holistic effort towards sustainable land management, adaptation to climate change and the acceptance of Nature-Based Solutions.
How to cite: Ruggieri, P. and the OAL-Italy: The Open-Air Laboratory Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9495, https://doi.org/10.5194/egusphere-egu21-9495, 2021.
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The Open-Air Laboratory is a novel concept developed by the EU-funded Operandum project (OPEn-air laboRAtories for Nature baseD solutions to Manage Environmental risk) to co-design, implement and assess the effectiveness of Nature-Based Solutions (NBSs).
In this work we present the Open-Air Laboratory Italy (OAL-Italy) and discuss the application of the OAL as a framework for the development of innovative NBSs to mitigate the impact of hydro-meteorological hazards in present and future climate. By combining consolidated practices in an original multidisciplinary frame, the OAL-Italy deploys novel modelling strategies, laboratory measurements and targeted monitoring open-field campaigns. In three operational sites, the NBSs are implemented via a co-design, co-development and co-deployment approach based on a thorough interaction with key stakeholders. By describing the structure and the approach of the OAL we illustrate salient features of the methodology developed in Operandum that are instrumental for the replicability and the upscaling of the NBSs.
Presented results address the use of the NBSs to mitigate a range of hydrometeorological hazards such as coastal erosion, flooding, storm surge and salt wedge intrusion. Innovative NBSs tested and developed by the OAL include: deep-rooted plants installed on a river embankment to prevent levee failures, special plants that can live in high salt concentration and remove salt from the river mouth water, an artificial dune and marine seagrass to mitigate the impact of storm surges and coastal erosion. We argue that the OAL constitutes an unprecedented holistic effort towards sustainable land management, adaptation to climate change and the acceptance of Nature-Based Solutions.
How to cite: Ruggieri, P. and the OAL-Italy: The Open-Air Laboratory Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9495, https://doi.org/10.5194/egusphere-egu21-9495, 2021.
EGU21-10094 | vPICO presentations | NH1.4 | Highlight
Design and pre-assessment of NBS for coastal erosion and marine flooding: a case study.Margherita Aguzzi, Maurizio Bacci, Nunzio De Nigris, Laura Sandra Leo, Maurizio Morelli, Beatrice Pulvirenti, Paola Robello, Paolo Ruggieri, Fabrizio Tavaroli, Silvia Unguendoli, Andrea Valentini, and Carlo Cacciamani
The natural reserve in Sacca di Bellocchio, Lido di Spina (Italy) is affected by frequent marine floods and intense erosive phenomena which threaten the freshwater ecosystem and biodiversity at the site. Floods and erosion are linked to the reduction of river sediment transport and a progressive ground subsidence and sea level rise. The persistence of these conditions and the future rise in sea level can expose neighboring anthropized areas to coastal risk.
This work presents the project of a nature-based solution (NBS) as a possible defense and mitigation action against coastal erosion and marine flooding along the Bellocchio beach. The NBS has been newly designed within the European project H2020 OPERANDUM (OPEn-air laboRAtories for Nature baseD solutions to Manage Environmental risk) and consists of an artificial sand dune made of natural materials, such as sand, wood, geotextiles and geomembranes through naturalistic engineering techniques. On the new dune will then be inserted native herbaceous and shrubby vegetation. The dune design was supported by an accurate hydro-morphodynamic modeling of the site combined with data concerning the morphological structure, the erosive dynamics and the local climate.
This study discusses in detail the modeling techniques and the monitoring system that guided the design of the dune and that constitute a basis for the assessment of performance and effectiveness of any future NBS intervention at the site. The monitoring campaign is still ongoing and allows the collection of critical and updated information on the impacts of coastal storms, storm surges and flood events in the area. The dataset clearly highlights that the site morphology is constantly changing due to a multitude of factors, such as seasonality, the increasing incidence and/or intensity of coastal storms, sea level rise, etc. These rapid, and sometimes drastic, morphological changes pose a substantial challenge to NBS's design and, most importantly, to its deployment planning and timing phase.
How to cite: Aguzzi, M., Bacci, M., De Nigris, N., Leo, L. S., Morelli, M., Pulvirenti, B., Robello, P., Ruggieri, P., Tavaroli, F., Unguendoli, S., Valentini, A., and Cacciamani, C.: Design and pre-assessment of NBS for coastal erosion and marine flooding: a case study., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10094, https://doi.org/10.5194/egusphere-egu21-10094, 2021.
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The natural reserve in Sacca di Bellocchio, Lido di Spina (Italy) is affected by frequent marine floods and intense erosive phenomena which threaten the freshwater ecosystem and biodiversity at the site. Floods and erosion are linked to the reduction of river sediment transport and a progressive ground subsidence and sea level rise. The persistence of these conditions and the future rise in sea level can expose neighboring anthropized areas to coastal risk.
This work presents the project of a nature-based solution (NBS) as a possible defense and mitigation action against coastal erosion and marine flooding along the Bellocchio beach. The NBS has been newly designed within the European project H2020 OPERANDUM (OPEn-air laboRAtories for Nature baseD solutions to Manage Environmental risk) and consists of an artificial sand dune made of natural materials, such as sand, wood, geotextiles and geomembranes through naturalistic engineering techniques. On the new dune will then be inserted native herbaceous and shrubby vegetation. The dune design was supported by an accurate hydro-morphodynamic modeling of the site combined with data concerning the morphological structure, the erosive dynamics and the local climate.
This study discusses in detail the modeling techniques and the monitoring system that guided the design of the dune and that constitute a basis for the assessment of performance and effectiveness of any future NBS intervention at the site. The monitoring campaign is still ongoing and allows the collection of critical and updated information on the impacts of coastal storms, storm surges and flood events in the area. The dataset clearly highlights that the site morphology is constantly changing due to a multitude of factors, such as seasonality, the increasing incidence and/or intensity of coastal storms, sea level rise, etc. These rapid, and sometimes drastic, morphological changes pose a substantial challenge to NBS's design and, most importantly, to its deployment planning and timing phase.
How to cite: Aguzzi, M., Bacci, M., De Nigris, N., Leo, L. S., Morelli, M., Pulvirenti, B., Robello, P., Ruggieri, P., Tavaroli, F., Unguendoli, S., Valentini, A., and Cacciamani, C.: Design and pre-assessment of NBS for coastal erosion and marine flooding: a case study., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10094, https://doi.org/10.5194/egusphere-egu21-10094, 2021.
EGU21-11914 | vPICO presentations | NH1.4
Modelling Nature-based Solutions: an application to mitigate coastal erosionSilvia Unguendoli, Andrea Valentini, Luis Germano Biolchi, Umesh Pranavam Ayyappan Pillai, Alessandri Jacopo, and Pinardi Nadia
Nature based solutions (NBSs) address key societal challenges through the protection, sustainable management and restoration of both natural and modified ecosystems. In this work we present a modeling application of this innovative approach, inspired by nature, with the goal of mitigating coastal erosion. Within the framework of the OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM) project, the natural reserve of Bellocchio in Lido di Spina (Italy) faces frequent marine floods and intense erosive phenomena, hence being chosen as Open-Air Laboratory for the NBS implementation. The project aims to mitigate coastal erosion through the realization of an artificial sand dune made of natural materials, such as sand, wood, geotextiles and geomembranes and covered by native herbaceous and shrubby vegetation. We present the modeling activities carried out in the context of the project, aiming on the performance and efficiency evaluation of the designed NBS, with a specific focus on the coastal morphological modelling. Thus, a numerical modeling chain has been set-up to simulate a long-term current scenario with and without the NBS. The chain is composed of the wave model WAVEWATCH III, the oceanographic model SHYFEM and the morphodynamic model XBeach for the coastal area.
XBeach was validated with available and specific (for the project) topo-bathymetric surveys of the area of interest as means to define the more accurate set-up of the model parameters. The 10 years period 2010-2019 was defined as the time range for modelling simulations. Sea level outputs from SHYFEM and wave outputs from WAVEWATCH III for the 10 years simulations are used to force the coastal model XBeach. Given the huge computational costs related to long-term simulations, an input-schematization was applied (so called “input reduction”). The approach followed for the long-term morphodynamic modelling of the NBS-XBeach setting will be shown. Moreover, the chosen coastal model domain, the model set-up and the input reduction applied will be presented.
How to cite: Unguendoli, S., Valentini, A., Germano Biolchi, L., Pranavam Ayyappan Pillai, U., Jacopo, A., and Nadia, P.: Modelling Nature-based Solutions: an application to mitigate coastal erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11914, https://doi.org/10.5194/egusphere-egu21-11914, 2021.
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Nature based solutions (NBSs) address key societal challenges through the protection, sustainable management and restoration of both natural and modified ecosystems. In this work we present a modeling application of this innovative approach, inspired by nature, with the goal of mitigating coastal erosion. Within the framework of the OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM) project, the natural reserve of Bellocchio in Lido di Spina (Italy) faces frequent marine floods and intense erosive phenomena, hence being chosen as Open-Air Laboratory for the NBS implementation. The project aims to mitigate coastal erosion through the realization of an artificial sand dune made of natural materials, such as sand, wood, geotextiles and geomembranes and covered by native herbaceous and shrubby vegetation. We present the modeling activities carried out in the context of the project, aiming on the performance and efficiency evaluation of the designed NBS, with a specific focus on the coastal morphological modelling. Thus, a numerical modeling chain has been set-up to simulate a long-term current scenario with and without the NBS. The chain is composed of the wave model WAVEWATCH III, the oceanographic model SHYFEM and the morphodynamic model XBeach for the coastal area.
XBeach was validated with available and specific (for the project) topo-bathymetric surveys of the area of interest as means to define the more accurate set-up of the model parameters. The 10 years period 2010-2019 was defined as the time range for modelling simulations. Sea level outputs from SHYFEM and wave outputs from WAVEWATCH III for the 10 years simulations are used to force the coastal model XBeach. Given the huge computational costs related to long-term simulations, an input-schematization was applied (so called “input reduction”). The approach followed for the long-term morphodynamic modelling of the NBS-XBeach setting will be shown. Moreover, the chosen coastal model domain, the model set-up and the input reduction applied will be presented.
How to cite: Unguendoli, S., Valentini, A., Germano Biolchi, L., Pranavam Ayyappan Pillai, U., Jacopo, A., and Nadia, P.: Modelling Nature-based Solutions: an application to mitigate coastal erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11914, https://doi.org/10.5194/egusphere-egu21-11914, 2021.
EGU21-14269 | vPICO presentations | NH1.4
Supporting co-development phase of Nature Based Solution by combined use of Earth Observation and modelingSilvia Maria Alfieri, Fatemeh Foroughnia, Beatrice Pulvirenti, Paolo Ruggieri, Margherita Aguzzi, Roderik Linderberg, Nunzio De Nigris, Maurizio Morelli, Fabrizio Tavaroli, Silvia Unguentoli, Andrea Valentini, Paola Robello, Carlo Cacciamani, and Massimo Menenti
A protected natural area in the Emilia Romagna region, Northern Italy is threatened by hydro-meteorological hazards, particularly sea storms. In the last 50 years the northern part of the Bellocchio Park (Sacca Bellocchio II Nature Reserve, Site code EUAPP0072 - Ferrara, Italy) was interested by an intensive urbanization (Lido di Spina) with the realization of infrastructures, e.g. roads and residential settlements. This land use change led to the construction of embankments and to the conversion of wetlands. These modifications, in combination to even more frequent storm surge events increased coastal erosion. In addition, inland flooding caused by storm surges acts with the reduction of the lagoon and the increase of soil salinity. As an example, the last event occurred in December 2020 eroded a large portion of the Bellocchio beach.
Co-design, co-development and deployment of NBS solutions to reduce storm surge risk in the Bellocchio Park is one of the objectives of the H2020 project OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM). BellocchioBellochio park is in fact one of the 10 Open Air Laboratories (OAL) where the evidence of mitigation of hydro-meteorological risk by NBS will be demonstrated by the combination of different models, approaches and data.
During the co-design process in the Bellocchio park, potential deployment locations of sand dunes have been identified in collaboration with local authorities devoted to the management of the natural area and to the coast defense (CB and ARSTePC-RER) and an environmental engineering consultant assisting Arpae (IRIS sas). Field visits were devoted to the analysis of the environmental features, strengths and weaknesses of candidate sites.
This work aims to explore the usefulness of the combined use of multisource remote sensing and modeling in decision making during the co-design process of a NBS. The impacts of the most intense extreme storm surge events in the last 30 years have been documented by delineating flooded areas along the coast using Synthetic Aperture Radar and Multispectral image data. Coastal erosion has been also described by means of change detection analysis and very high resolution multispectral EO data. This screening has given a picture of areas at the risk, i.e. the area most likely to be affected by storm-surge events. Auxiliary data like Digital Terrain Models has been assimilated in a dedicated model to produce flood maps under different scenarios, i.e. different locations and size of NBS and different intensities of storm surge.
The integrated analysis was helpful in defining the priority sites, among the ones defined by the stakeholders and engineers, in term of effectiveness for storm surge risk reduction.
How to cite: Alfieri, S. M., Foroughnia, F., Pulvirenti, B., Ruggieri, P., Aguzzi, M., Linderberg, R., De Nigris, N., Morelli, M., Tavaroli, F., Unguentoli, S., Valentini, A., Robello, P., Cacciamani, C., and Menenti, M.: Supporting co-development phase of Nature Based Solution by combined use of Earth Observation and modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14269, https://doi.org/10.5194/egusphere-egu21-14269, 2021.
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A protected natural area in the Emilia Romagna region, Northern Italy is threatened by hydro-meteorological hazards, particularly sea storms. In the last 50 years the northern part of the Bellocchio Park (Sacca Bellocchio II Nature Reserve, Site code EUAPP0072 - Ferrara, Italy) was interested by an intensive urbanization (Lido di Spina) with the realization of infrastructures, e.g. roads and residential settlements. This land use change led to the construction of embankments and to the conversion of wetlands. These modifications, in combination to even more frequent storm surge events increased coastal erosion. In addition, inland flooding caused by storm surges acts with the reduction of the lagoon and the increase of soil salinity. As an example, the last event occurred in December 2020 eroded a large portion of the Bellocchio beach.
Co-design, co-development and deployment of NBS solutions to reduce storm surge risk in the Bellocchio Park is one of the objectives of the H2020 project OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM). BellocchioBellochio park is in fact one of the 10 Open Air Laboratories (OAL) where the evidence of mitigation of hydro-meteorological risk by NBS will be demonstrated by the combination of different models, approaches and data.
During the co-design process in the Bellocchio park, potential deployment locations of sand dunes have been identified in collaboration with local authorities devoted to the management of the natural area and to the coast defense (CB and ARSTePC-RER) and an environmental engineering consultant assisting Arpae (IRIS sas). Field visits were devoted to the analysis of the environmental features, strengths and weaknesses of candidate sites.
This work aims to explore the usefulness of the combined use of multisource remote sensing and modeling in decision making during the co-design process of a NBS. The impacts of the most intense extreme storm surge events in the last 30 years have been documented by delineating flooded areas along the coast using Synthetic Aperture Radar and Multispectral image data. Coastal erosion has been also described by means of change detection analysis and very high resolution multispectral EO data. This screening has given a picture of areas at the risk, i.e. the area most likely to be affected by storm-surge events. Auxiliary data like Digital Terrain Models has been assimilated in a dedicated model to produce flood maps under different scenarios, i.e. different locations and size of NBS and different intensities of storm surge.
The integrated analysis was helpful in defining the priority sites, among the ones defined by the stakeholders and engineers, in term of effectiveness for storm surge risk reduction.
How to cite: Alfieri, S. M., Foroughnia, F., Pulvirenti, B., Ruggieri, P., Aguzzi, M., Linderberg, R., De Nigris, N., Morelli, M., Tavaroli, F., Unguentoli, S., Valentini, A., Robello, P., Cacciamani, C., and Menenti, M.: Supporting co-development phase of Nature Based Solution by combined use of Earth Observation and modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14269, https://doi.org/10.5194/egusphere-egu21-14269, 2021.
EGU21-8012 | vPICO presentations | NH1.4 | Highlight
Evaluating nature-based solutions in a non-stationary climate with changing risk of floodingSisay Debele, Jeetendra Sahani, Silvia Maria Alfieri, Paul Bowyer, Nikos Charizopoulos, Michael Loupis, Massimo Menenti, Fabrice Renaud, Mohammad Aminur Rahman Shah, Christos Spyrou, Thomas Zieher, Silvana Di Sabatino, and Prashant Kumar
Abstract
Under climate change scenarios, it is important to evaluate the changes in recent behavior of heavy precipitation events, the resulting flood risk, and the detrimental impacts of the peak flow of water on human well-being, properties, infrastructure, and the natural environment. Normally, flood risk is estimated using the stationary flood frequency analysis technique. However, a site’s hydroclimate can shift beyond the range of historical observations considering continuing global warming. Therefore, flood-like distributions capable of accounting for changes in the parameters over time should be considered. The main objective of this study is to apply non-stationary flood frequency models using the generalized extreme value (GEV) distribution to model the changes in flood risk under two scenarios: (1) without nature-based solutions (NBS) in place and; (2) with NBS i.e. wetlands, retention ponds and weir/low head dam implemented. In the GEV model, the first two moments i.e. location and scale parameters of the distribution were allowed to change as a function of time-variable covariates, estimated by maximum likelihood. The methodology is applied to OPEn-air laboRAtories for Nature baseD solUtions to Manage hydro-meteo risks, which is in Europe. The time-dependent 100-year design quantiles were estimated for both the scenarios. We obtained daily precipitation data of climate models from the EURO-CORDEX project dataset for 1951–2020 and 2022–2100 representing historical and future simulations, respectively. The hydrologic model, HEC-HMS was used to simulate discharges/flood hydrograph without and with NBS in place for these two periods: historical (1951-2020) and future (2022-2100). The results showed that the corresponding time-dependent 100-year floods were remarkably high for the without NBS scenario in both the periods. Particularly, the high emission scenario (RCP 8.5) resulted in dramatically increased flood risks in the future. The simulation without NBS also showed that flooded area is projected to increase by 25% and 40% for inundation depth between 1.5 and 3.5 m under RCP 4.5 and RCP 8.5 scenarios, respectively. For inundation depth above 3.5 m, the flooded area is anticipated to rise by 30% and 55% in both periods respectively. With the implementation of NBS, the flood risk was projected to decrease by 20% (2022–2050) and 45% (2071–2100) with a significant decrease under RCP 4.5 and RCP 8.5 scenarios. This study can help improve existing methods to adapt to the uncertainties in a changing environment, which is critical to develop climate-proof NBS and improve NBS planning, implementation, and effectiveness assessment.
Keywords: Nature-based solutions; flood frequency analysis; climate change; wetlands; GEV model
Acknowledgments
This work has been carried out under the framework of OPERANDUM (OPEn-air laboRAtories for Nature baseD solUtions to Manage hydro-meteo risks) project, which is funded by the European Union's Horizon 2020 research and innovation programme under the Grant Agreement No: 776848.
How to cite: Debele, S., Sahani, J., Alfieri, S. M., Bowyer, P., Charizopoulos, N., Loupis, M., Menenti, M., Renaud, F., Shah, M. A. R., Spyrou, C., Zieher, T., Di Sabatino, S., and Kumar, P.: Evaluating nature-based solutions in a non-stationary climate with changing risk of flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8012, https://doi.org/10.5194/egusphere-egu21-8012, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Abstract
Under climate change scenarios, it is important to evaluate the changes in recent behavior of heavy precipitation events, the resulting flood risk, and the detrimental impacts of the peak flow of water on human well-being, properties, infrastructure, and the natural environment. Normally, flood risk is estimated using the stationary flood frequency analysis technique. However, a site’s hydroclimate can shift beyond the range of historical observations considering continuing global warming. Therefore, flood-like distributions capable of accounting for changes in the parameters over time should be considered. The main objective of this study is to apply non-stationary flood frequency models using the generalized extreme value (GEV) distribution to model the changes in flood risk under two scenarios: (1) without nature-based solutions (NBS) in place and; (2) with NBS i.e. wetlands, retention ponds and weir/low head dam implemented. In the GEV model, the first two moments i.e. location and scale parameters of the distribution were allowed to change as a function of time-variable covariates, estimated by maximum likelihood. The methodology is applied to OPEn-air laboRAtories for Nature baseD solUtions to Manage hydro-meteo risks, which is in Europe. The time-dependent 100-year design quantiles were estimated for both the scenarios. We obtained daily precipitation data of climate models from the EURO-CORDEX project dataset for 1951–2020 and 2022–2100 representing historical and future simulations, respectively. The hydrologic model, HEC-HMS was used to simulate discharges/flood hydrograph without and with NBS in place for these two periods: historical (1951-2020) and future (2022-2100). The results showed that the corresponding time-dependent 100-year floods were remarkably high for the without NBS scenario in both the periods. Particularly, the high emission scenario (RCP 8.5) resulted in dramatically increased flood risks in the future. The simulation without NBS also showed that flooded area is projected to increase by 25% and 40% for inundation depth between 1.5 and 3.5 m under RCP 4.5 and RCP 8.5 scenarios, respectively. For inundation depth above 3.5 m, the flooded area is anticipated to rise by 30% and 55% in both periods respectively. With the implementation of NBS, the flood risk was projected to decrease by 20% (2022–2050) and 45% (2071–2100) with a significant decrease under RCP 4.5 and RCP 8.5 scenarios. This study can help improve existing methods to adapt to the uncertainties in a changing environment, which is critical to develop climate-proof NBS and improve NBS planning, implementation, and effectiveness assessment.
Keywords: Nature-based solutions; flood frequency analysis; climate change; wetlands; GEV model
Acknowledgments
This work has been carried out under the framework of OPERANDUM (OPEn-air laboRAtories for Nature baseD solUtions to Manage hydro-meteo risks) project, which is funded by the European Union's Horizon 2020 research and innovation programme under the Grant Agreement No: 776848.
How to cite: Debele, S., Sahani, J., Alfieri, S. M., Bowyer, P., Charizopoulos, N., Loupis, M., Menenti, M., Renaud, F., Shah, M. A. R., Spyrou, C., Zieher, T., Di Sabatino, S., and Kumar, P.: Evaluating nature-based solutions in a non-stationary climate with changing risk of flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8012, https://doi.org/10.5194/egusphere-egu21-8012, 2021.
EGU21-10696 | vPICO presentations | NH1.4
Geo-environmental analysis of terraced slopes and dry-stone walls in Can Grau area (Garraf Park, Catalunya, Spain): preliminary results from the Stonewalls4life project.Andrea Mandarino, Andrea Vigo, Andrea Cevasco, Patricia Varona Prellezo, Emilio Valbuena-Ureña, Abraham Guillén-Villar, Montserrat Traver-Vives, Dolors Garcia-Martínez, and Marco Firpo
Stonewalls4life is an E.U. Life project started in the second half of 2019 involving many subjects, both public bodies and privates, in a multidisciplinary working group. The main objective of the project is to demonstrate how an ancient technology for land use, drystone walling, can be effectively considered to improve the resilience of the territory to climate change by adopting a socially and technically innovative approach.
The project actions are being performed at Manarola, within the Cinque Terre National Park (eastern Liguria, north-western Italy). The pilot site is a narrow strip of land close to the seaside and characterized by small valleys with steep terraced slopes. This anthropogenic landscape represents a high-value peculiarity attracting more than three million tourists every year.
Three replication sites were identified in order to demonstrate the transferability and replicability of the project actions: two are located within the Cinque Terre Natural Park territory and one is in the Can Grau area (Garraf Park, Catalunya, Spain).
The Spanish site is currently under evaluation. An extensive geological, geomorphological, and land-use-land-cover (LULC) analysis is now being carried out in the Can Grau area to define its environmental features, especially concerning geological aspects and land use, and focusing on terraced areas and their state of conservation. This study aims to identify a specific suitable site for the replication of the project actions that will be carried out in Manarola, namely for dry-stone walls recovery, and is based on a multitemporal analysis of aerial images performed in a GIS environment and a wide collection and review of bibliographic data.
This contribution illustrates the preliminary results of the Can Grau area analysis, focusing in particular on the distribution of terraced areas and the variation of LULC from the 1950s to the present day. From this study emerges a progressive abandonment of terraced areas used for cultivation, although, according to historical sources, this process mostly occurred after the phylloxera appeared in the late 19th century, seriously affecting the most important agricultural activity in the Garraf, namely the viticulture.
The outcomes from this study will be useful in terms of both Stonewalls4life project implementation and overall land management, particularly aiming to restore a man-made geomorphological heritage and mitigate geo-hydrological risk.
How to cite: Mandarino, A., Vigo, A., Cevasco, A., Varona Prellezo, P., Valbuena-Ureña, E., Guillén-Villar, A., Traver-Vives, M., Garcia-Martínez, D., and Firpo, M.: Geo-environmental analysis of terraced slopes and dry-stone walls in Can Grau area (Garraf Park, Catalunya, Spain): preliminary results from the Stonewalls4life project., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10696, https://doi.org/10.5194/egusphere-egu21-10696, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Stonewalls4life is an E.U. Life project started in the second half of 2019 involving many subjects, both public bodies and privates, in a multidisciplinary working group. The main objective of the project is to demonstrate how an ancient technology for land use, drystone walling, can be effectively considered to improve the resilience of the territory to climate change by adopting a socially and technically innovative approach.
The project actions are being performed at Manarola, within the Cinque Terre National Park (eastern Liguria, north-western Italy). The pilot site is a narrow strip of land close to the seaside and characterized by small valleys with steep terraced slopes. This anthropogenic landscape represents a high-value peculiarity attracting more than three million tourists every year.
Three replication sites were identified in order to demonstrate the transferability and replicability of the project actions: two are located within the Cinque Terre Natural Park territory and one is in the Can Grau area (Garraf Park, Catalunya, Spain).
The Spanish site is currently under evaluation. An extensive geological, geomorphological, and land-use-land-cover (LULC) analysis is now being carried out in the Can Grau area to define its environmental features, especially concerning geological aspects and land use, and focusing on terraced areas and their state of conservation. This study aims to identify a specific suitable site for the replication of the project actions that will be carried out in Manarola, namely for dry-stone walls recovery, and is based on a multitemporal analysis of aerial images performed in a GIS environment and a wide collection and review of bibliographic data.
This contribution illustrates the preliminary results of the Can Grau area analysis, focusing in particular on the distribution of terraced areas and the variation of LULC from the 1950s to the present day. From this study emerges a progressive abandonment of terraced areas used for cultivation, although, according to historical sources, this process mostly occurred after the phylloxera appeared in the late 19th century, seriously affecting the most important agricultural activity in the Garraf, namely the viticulture.
The outcomes from this study will be useful in terms of both Stonewalls4life project implementation and overall land management, particularly aiming to restore a man-made geomorphological heritage and mitigate geo-hydrological risk.
How to cite: Mandarino, A., Vigo, A., Cevasco, A., Varona Prellezo, P., Valbuena-Ureña, E., Guillén-Villar, A., Traver-Vives, M., Garcia-Martínez, D., and Firpo, M.: Geo-environmental analysis of terraced slopes and dry-stone walls in Can Grau area (Garraf Park, Catalunya, Spain): preliminary results from the Stonewalls4life project., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10696, https://doi.org/10.5194/egusphere-egu21-10696, 2021.
EGU21-10465 | vPICO presentations | NH1.4
Nature Based Solution simulation design methods – A storm surge seagrass applicationUmesh Pranavam Ayyappan Pillai, Nadia Pinardi, Ivan Federico, Salvatore Causio, Jacopo Alessandri, Silvia Unguendoli, and Andrea Valentini
Nature Based solutions (NBS) have been presented in the recent past as a potential solution to natural and climate change adverse effects on human well-being and socio-economic activities. In this study, we present a simulation design methodology for NBS that can mitigate the effect of storm surges and coastal erosion. The chosen NBS is marine seagrass and it will be applied to the coastal strip of the Emilia-Romagna coasts. Within the framework of the OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM) project, the seagrass NBS is presented within a simulation design methodology consisting of the comparison between validated wave numerical simulations for the present climate and modified wave simulations with marine seagrass. In this context, the unstructured version of WAVEWATCH III (WW3) model has been implemented for simulating the wave characteristics across the Emilia-Romagna coastal strip with and without seagrass.
The calibration/validation of WW3 was carried out and sensitivity experiments using the various wind-input dissipation source packages and bottom friction formulations were also attempted to evaluate the model performances (validation results presented here are for the entire 2017 year). The ST6 physics along with SHOWEX bottom friction formulations were chosen ideal for the study area. To evaluate the model results a directional wave rider buoy data was utilized. The model simulated significant wave parameters namely Hs (significant wave height), Tm (mean wave period) were compared with buoy observations and high correlations (0.93) were found with Hs comparison. Further the WW3 model was modified by including the modified bottom dissipation stress due to submerged vegetation, thereby incorporating the NBS as a potential mechanism for wave amplitude reduction. The seagrass species ‘Zostera marina’ was chosen in this study and comparisons showed that seagrass is capable to reduce the wave energy in the study area. Furthermore, the dependence on seagrass plant high-density and low-density scenarios, together with seagrass parameters (height and width of the seagrass) and species show the sensitivity of the results even on reduction of wave energy as obtained with different degrees by all NBS scenarios.
Keywords: Nature-based solutions, WW3, marine seagrass, storm surge, Zostera marina.
How to cite: Pranavam Ayyappan Pillai, U., Pinardi, N., Federico, I., Causio, S., Alessandri, J., Unguendoli, S., and Valentini, A.: Nature Based Solution simulation design methods – A storm surge seagrass application, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10465, https://doi.org/10.5194/egusphere-egu21-10465, 2021.
Nature Based solutions (NBS) have been presented in the recent past as a potential solution to natural and climate change adverse effects on human well-being and socio-economic activities. In this study, we present a simulation design methodology for NBS that can mitigate the effect of storm surges and coastal erosion. The chosen NBS is marine seagrass and it will be applied to the coastal strip of the Emilia-Romagna coasts. Within the framework of the OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM) project, the seagrass NBS is presented within a simulation design methodology consisting of the comparison between validated wave numerical simulations for the present climate and modified wave simulations with marine seagrass. In this context, the unstructured version of WAVEWATCH III (WW3) model has been implemented for simulating the wave characteristics across the Emilia-Romagna coastal strip with and without seagrass.
The calibration/validation of WW3 was carried out and sensitivity experiments using the various wind-input dissipation source packages and bottom friction formulations were also attempted to evaluate the model performances (validation results presented here are for the entire 2017 year). The ST6 physics along with SHOWEX bottom friction formulations were chosen ideal for the study area. To evaluate the model results a directional wave rider buoy data was utilized. The model simulated significant wave parameters namely Hs (significant wave height), Tm (mean wave period) were compared with buoy observations and high correlations (0.93) were found with Hs comparison. Further the WW3 model was modified by including the modified bottom dissipation stress due to submerged vegetation, thereby incorporating the NBS as a potential mechanism for wave amplitude reduction. The seagrass species ‘Zostera marina’ was chosen in this study and comparisons showed that seagrass is capable to reduce the wave energy in the study area. Furthermore, the dependence on seagrass plant high-density and low-density scenarios, together with seagrass parameters (height and width of the seagrass) and species show the sensitivity of the results even on reduction of wave energy as obtained with different degrees by all NBS scenarios.
Keywords: Nature-based solutions, WW3, marine seagrass, storm surge, Zostera marina.
How to cite: Pranavam Ayyappan Pillai, U., Pinardi, N., Federico, I., Causio, S., Alessandri, J., Unguendoli, S., and Valentini, A.: Nature Based Solution simulation design methods – A storm surge seagrass application, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10465, https://doi.org/10.5194/egusphere-egu21-10465, 2021.
EGU21-8018 | vPICO presentations | NH1.4
Heatwave risk for two regions of the UK: Aberdeenshire and South East EnglandJeetendra Sahani, Sisay Debele, and Prashant Kumar
Global warming due to anthropogenic emission of green-house gases has induced climate change which is disturbing and will continue to impact the ecology and energy balance of our earth environment. The duration, frequency and intensity of extreme hot days in summers called heatwaves have increased with the beginning of the 21st century worldwide and have been projected to increase. Associated human health loss or damage can be managed or mitigated by planning proper management strategies, such as nature-based green and/or blue solutions in advance, along with proper evaluation of the risk of heat. Since heat stress is more pronounced in urban and built areas, most studies for heatwave risk assessment have been limited to big cities. The risk variation in semi-urban, sub-urban and rural areas has not been much investigated. The heat risk develops with time because of changing climate and socio-demographics, and risk assessment is needed to be done utilising recent data on climate and population characteristics. In this study, the heatwave or extreme hot (99 percentile) temperature risk has been estimated by using statistical approach on summer daily temperature and mortality data from Aberdeenshire and South East (SE) England, UK for the duration 1981-2018. A distributed-lag nonlinear model from Poisson regression family was applied to model the relationship between daily temperature and mortality. We calculated relative risk (RR) and mortality attributable fraction (AF) due to high temperature by comparing the extreme heat with the minimum mortality temperature. AF was calculated by dividing the number of excess deaths due to heat from all the days of the time-series by the total number of deaths. The overall risk in SE England was noted 56 % higher (RR 1.067) than Aberdeenshire (RR 1.043), with 36% more excess death in SE England (AF 0.15% and 0.11% respectively) due to different levels of people’s adaptation and resilience to different climate conditions. The outcome of this study can help in site focused mitigation strategies to certain areas at most risk and develop a scientific framework for early warning, planning and managing the health impacts of heatwave in more rustic regions.
Acknowledgements: This work is supported by the European Union's Horizon 2020 research and innovation programme; funded by and carried out within the framework of OPERANDUM project (Grant no. 776848).
How to cite: Sahani, J., Debele, S., and Kumar, P.: Heatwave risk for two regions of the UK: Aberdeenshire and South East England , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8018, https://doi.org/10.5194/egusphere-egu21-8018, 2021.
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Global warming due to anthropogenic emission of green-house gases has induced climate change which is disturbing and will continue to impact the ecology and energy balance of our earth environment. The duration, frequency and intensity of extreme hot days in summers called heatwaves have increased with the beginning of the 21st century worldwide and have been projected to increase. Associated human health loss or damage can be managed or mitigated by planning proper management strategies, such as nature-based green and/or blue solutions in advance, along with proper evaluation of the risk of heat. Since heat stress is more pronounced in urban and built areas, most studies for heatwave risk assessment have been limited to big cities. The risk variation in semi-urban, sub-urban and rural areas has not been much investigated. The heat risk develops with time because of changing climate and socio-demographics, and risk assessment is needed to be done utilising recent data on climate and population characteristics. In this study, the heatwave or extreme hot (99 percentile) temperature risk has been estimated by using statistical approach on summer daily temperature and mortality data from Aberdeenshire and South East (SE) England, UK for the duration 1981-2018. A distributed-lag nonlinear model from Poisson regression family was applied to model the relationship between daily temperature and mortality. We calculated relative risk (RR) and mortality attributable fraction (AF) due to high temperature by comparing the extreme heat with the minimum mortality temperature. AF was calculated by dividing the number of excess deaths due to heat from all the days of the time-series by the total number of deaths. The overall risk in SE England was noted 56 % higher (RR 1.067) than Aberdeenshire (RR 1.043), with 36% more excess death in SE England (AF 0.15% and 0.11% respectively) due to different levels of people’s adaptation and resilience to different climate conditions. The outcome of this study can help in site focused mitigation strategies to certain areas at most risk and develop a scientific framework for early warning, planning and managing the health impacts of heatwave in more rustic regions.
Acknowledgements: This work is supported by the European Union's Horizon 2020 research and innovation programme; funded by and carried out within the framework of OPERANDUM project (Grant no. 776848).
How to cite: Sahani, J., Debele, S., and Kumar, P.: Heatwave risk for two regions of the UK: Aberdeenshire and South East England , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8018, https://doi.org/10.5194/egusphere-egu21-8018, 2021.
EGU21-13481 | vPICO presentations | NH1.4
“Stakeholder engagement strategy: monitoring and evaluate the impact in OPERANDUM project”Teresa Carlone, Matteo Mannocchi, Edoardo Bucchignani, Paolo Ruggeri, Laura Sandra Leo, Beatrice Pulvirenti, Annemarie Polderman, Depy Panga, Katriina Soini, and Zahra Amirzada
The OPERANDUM project is designed to address major hydro-meteorological risks through the deployment and assessment of Nature-Based Solution (NBS). The project pursues a co-creation approach and sets up 7 Open Air Laboratories (OAL) in which a user-centric method, characterized by the active participation of the stakeholders, is promoted. Stakeholder engagement in co-designing, co-developing, and co-deploying NBS is becoming a prominent practice in environmental projects and a crucial part of the process is monitoring and impact evaluation of the engagement strategy and actions. Monitoring aims at providing information about the stakeholder engagement processes throughout the project and should not be seen as a separate part of the stakeholder engagement processes or an aim in itself but as a continuous and integral element of the co-creation process. The poster shows the results of preliminary empirical research conducted among the OALs in order to propose some key indicators useful to evaluate the process and the impact generated by the OPERANDUM co-creative approach. Starting from a theoretical framework, the research selected and discussed some crucial indicators in order to propose an action plan for the monitoring and impact evaluation of OPERANDUM strategy to involve and support the participation of stakeholders, with a specific focus on the tools used so far and those that are in the pilot phases (i.e Stakeholder Forum experimented in OAL Italy). Both qualitative and quantitative methods have been included in the evaluation for the engagement strategy outcome of the projects to be fully understood and, not secondarily, to identify a sustainability strategy beyond the conclusion of OPERANDUM to reinforce the social acceptance, the shared knowledge, and the upscaling of NBS at local, national and global level.
How to cite: Carlone, T., Mannocchi, M., Bucchignani, E., Ruggeri, P., Leo, L. S., Pulvirenti, B., Polderman, A., Panga, D., Soini, K., and Amirzada, Z.: “Stakeholder engagement strategy: monitoring and evaluate the impact in OPERANDUM project”, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13481, https://doi.org/10.5194/egusphere-egu21-13481, 2021.
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The OPERANDUM project is designed to address major hydro-meteorological risks through the deployment and assessment of Nature-Based Solution (NBS). The project pursues a co-creation approach and sets up 7 Open Air Laboratories (OAL) in which a user-centric method, characterized by the active participation of the stakeholders, is promoted. Stakeholder engagement in co-designing, co-developing, and co-deploying NBS is becoming a prominent practice in environmental projects and a crucial part of the process is monitoring and impact evaluation of the engagement strategy and actions. Monitoring aims at providing information about the stakeholder engagement processes throughout the project and should not be seen as a separate part of the stakeholder engagement processes or an aim in itself but as a continuous and integral element of the co-creation process. The poster shows the results of preliminary empirical research conducted among the OALs in order to propose some key indicators useful to evaluate the process and the impact generated by the OPERANDUM co-creative approach. Starting from a theoretical framework, the research selected and discussed some crucial indicators in order to propose an action plan for the monitoring and impact evaluation of OPERANDUM strategy to involve and support the participation of stakeholders, with a specific focus on the tools used so far and those that are in the pilot phases (i.e Stakeholder Forum experimented in OAL Italy). Both qualitative and quantitative methods have been included in the evaluation for the engagement strategy outcome of the projects to be fully understood and, not secondarily, to identify a sustainability strategy beyond the conclusion of OPERANDUM to reinforce the social acceptance, the shared knowledge, and the upscaling of NBS at local, national and global level.
How to cite: Carlone, T., Mannocchi, M., Bucchignani, E., Ruggeri, P., Leo, L. S., Pulvirenti, B., Polderman, A., Panga, D., Soini, K., and Amirzada, Z.: “Stakeholder engagement strategy: monitoring and evaluate the impact in OPERANDUM project”, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13481, https://doi.org/10.5194/egusphere-egu21-13481, 2021.
EGU21-5678 | vPICO presentations | NH1.4
Transdisciplinary ecosystem-based approaches to flood risk reduction supported by traditional ecological knowledge in Mikatagoko Lakes, JapanTakehito Yoshida
Rainfall-induced floods and landslides have occurred and caused devastating impacts in recent years in Japan, and adaptation to natural disaster risks is a key to the sustainability of local communities. Traditional ecological knowledge in Japanese communities exists abundantly, such as those in disaster risk reduction and natural resource use, and it has been passed down from generation to generation. These traditional knowledge and skills have been used to benefit from nature’s gifts or ecosystem services as well as to avoid devastating impacts from natural disasters. Collaboration and cooperation by diverse stakeholders are crucial for recognizing and utilizing traditional ecological knowledge in actual solutions and actions. In this presentation, I introduce how traditional ecological knowledge has been used in disaster risk reduction in Mikatagoko Lakes area located in Fukui Prefecture, Japan. Rainfall-induced floods occur frequently in this area, but traditional land use helps to reduce inundation damage of houses and conserve biodiversity and ecosystem services including local food culture. Embankment built around the lakes has been renovated not only for flood risk reduction but also for biodiversity conservation, also supported by traditional ecological knowledge in this area. The Mikatagoko nature restoration committee, in which diverse local stakeholders participate and collaborate, has played a significant role in these actions and solutions. Our experiences suggest that transdisciplinary ecosystem-based approaches contribute to the sustainability of local communities and the collaborative platform among local stakeholders is important in taking advantage of traditional ecological knowledge in actual solutions and actions.
How to cite: Yoshida, T.: Transdisciplinary ecosystem-based approaches to flood risk reduction supported by traditional ecological knowledge in Mikatagoko Lakes, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5678, https://doi.org/10.5194/egusphere-egu21-5678, 2021.
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Rainfall-induced floods and landslides have occurred and caused devastating impacts in recent years in Japan, and adaptation to natural disaster risks is a key to the sustainability of local communities. Traditional ecological knowledge in Japanese communities exists abundantly, such as those in disaster risk reduction and natural resource use, and it has been passed down from generation to generation. These traditional knowledge and skills have been used to benefit from nature’s gifts or ecosystem services as well as to avoid devastating impacts from natural disasters. Collaboration and cooperation by diverse stakeholders are crucial for recognizing and utilizing traditional ecological knowledge in actual solutions and actions. In this presentation, I introduce how traditional ecological knowledge has been used in disaster risk reduction in Mikatagoko Lakes area located in Fukui Prefecture, Japan. Rainfall-induced floods occur frequently in this area, but traditional land use helps to reduce inundation damage of houses and conserve biodiversity and ecosystem services including local food culture. Embankment built around the lakes has been renovated not only for flood risk reduction but also for biodiversity conservation, also supported by traditional ecological knowledge in this area. The Mikatagoko nature restoration committee, in which diverse local stakeholders participate and collaborate, has played a significant role in these actions and solutions. Our experiences suggest that transdisciplinary ecosystem-based approaches contribute to the sustainability of local communities and the collaborative platform among local stakeholders is important in taking advantage of traditional ecological knowledge in actual solutions and actions.
How to cite: Yoshida, T.: Transdisciplinary ecosystem-based approaches to flood risk reduction supported by traditional ecological knowledge in Mikatagoko Lakes, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5678, https://doi.org/10.5194/egusphere-egu21-5678, 2021.
EGU21-14404 | vPICO presentations | NH1.4 | Highlight
A citizen-oriented understanding of nature-based innovations: A case study in Dublin, IrelandArunima Sarkar Basu, Bidroha Basu, Srikanta Sannigrahi, and Francesco Pilla
Hydro-meteorological hazards such as floods have been a long-standing challenge for urban planners. A substantial increase in urbanization has undeniably pressurized the existing drainage network which has increased the flood proneness. The OPERANDUM project (H2020, grant agreement No 776848) has proposed a unique methodology for handling urban flooding by setting up open-air laboratories (OALs). As a pilot study of open-air laboratory Ireland (OAL-IE), an interdisciplinary methodology is adapted. Flood modeling techniques are identified for better flood risk assessment and flood management. Nature-based innovations are proposed to help identify and improve the existing urban drainage systems. The adaptability of nature-based systems and their efficacy as a supplemental tool to better flood management is a predominant and significant question. The awareness of citizens on their experience, challenges, and narratives are an equally reliable parameter to examine whether the spatio-temporal viability of new flood management techniques through nature-based innovations is a promising path for sustainable urban management. The intermittent relationship of flood hazard and the citizen access to infrastructure such as schools, childcare, old age homes, offices, transportation network holds a place of relevancy. The dynamics of “lived experiences” can help urban planners to pull out the traditional and formal strategies to be implemented for better liveability of citizens. Moreover, the willingness of citizens to maintain and share activities for co-deployment as a successful participatory process for innovative nature-based solutions support the social purpose of the OPERANDUM project. This research focuses on understanding the social background, cognitive thinking, and ideology that holds unique opportunities to OAL-IE for potential retrospective interpretation of nature-based innovations. A detailed survey with the stakeholders is aimed to understand their perspective on flooding, to identify how and where nature-based innovations can assist the city council to develop an efficient sustainable flood management system. This information on how citizens perceived and attributed the delivery of nature-based innovation can provide guidelines for developing better flood management and mitigation policies in Dublin.
How to cite: Sarkar Basu, A., Basu, B., Sannigrahi, S., and Pilla, F.: A citizen-oriented understanding of nature-based innovations: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14404, https://doi.org/10.5194/egusphere-egu21-14404, 2021.
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Hydro-meteorological hazards such as floods have been a long-standing challenge for urban planners. A substantial increase in urbanization has undeniably pressurized the existing drainage network which has increased the flood proneness. The OPERANDUM project (H2020, grant agreement No 776848) has proposed a unique methodology for handling urban flooding by setting up open-air laboratories (OALs). As a pilot study of open-air laboratory Ireland (OAL-IE), an interdisciplinary methodology is adapted. Flood modeling techniques are identified for better flood risk assessment and flood management. Nature-based innovations are proposed to help identify and improve the existing urban drainage systems. The adaptability of nature-based systems and their efficacy as a supplemental tool to better flood management is a predominant and significant question. The awareness of citizens on their experience, challenges, and narratives are an equally reliable parameter to examine whether the spatio-temporal viability of new flood management techniques through nature-based innovations is a promising path for sustainable urban management. The intermittent relationship of flood hazard and the citizen access to infrastructure such as schools, childcare, old age homes, offices, transportation network holds a place of relevancy. The dynamics of “lived experiences” can help urban planners to pull out the traditional and formal strategies to be implemented for better liveability of citizens. Moreover, the willingness of citizens to maintain and share activities for co-deployment as a successful participatory process for innovative nature-based solutions support the social purpose of the OPERANDUM project. This research focuses on understanding the social background, cognitive thinking, and ideology that holds unique opportunities to OAL-IE for potential retrospective interpretation of nature-based innovations. A detailed survey with the stakeholders is aimed to understand their perspective on flooding, to identify how and where nature-based innovations can assist the city council to develop an efficient sustainable flood management system. This information on how citizens perceived and attributed the delivery of nature-based innovation can provide guidelines for developing better flood management and mitigation policies in Dublin.
How to cite: Sarkar Basu, A., Basu, B., Sannigrahi, S., and Pilla, F.: A citizen-oriented understanding of nature-based innovations: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14404, https://doi.org/10.5194/egusphere-egu21-14404, 2021.
EGU21-4579 | vPICO presentations | NH1.4 | Highlight
Public acceptance of nature-based solutions (NbS): a framework for successful NbS and its application in three European case studiesCarl C. Anderson, Fabrice G. Renaud, Stuart Hanscomb, Michael Loupis, Karen E. Munro, Alejandro Ollauri, Depy Panga, Eija Pouta, Katriina Soini, and Craig S. Thomson
Nature-based solutions (NbS) are increasingly recognized as sustainable approaches to address socio-environmental challenges. Disaster risk reduction (DRR) has benefited by increasingly moving away from purely ‘grey’ infrastructure measures towards NbS, which can better provide cultural, aesthetic, and recreational co-benefits that are highly valued among European citizens. Public acceptance is of particular importance for NbS since they often rely on collaborative implementation, management, and monitoring, as well as protection against competing land uses. Although public engagement is a common goal of NbS projects and found in the IUCN’s core principles of NbS, outreach efforts are rarely based on a sufficient understanding of the (de)motivating factors tied to public perceptions. As a first step, we conducted a systematic literature review to examine how unique NbS characteristics relate to public acceptance through a comparison with grey measures. We identified influential acceptance factors related to individuals, society, and DRR measures. Based on the review, we introduce the PA-NbS framework as a starting point for the systematic consideration, design, and testing of strategies for increasing public acceptance. The PA-NbS highlights the roles of trust, competing interests, and effectiveness of NbS, as well as public perceptions of risk, nature and place.
A lack of consideration of these factors may lead to misaligned public expectations and failed participatory initiatives, while jeopardizing the success of NbS projects. Therefore, as a second step, we conducted citizen surveys within three NbS host communities. Distinct NbS being implemented within the OPERANDUM project aim to reduce risk from (socio-)natural hazards in Scotland (landslides and coastal erosion), Finland (eutrophication and algal blooms) and Greece (river flooding). Associations of factors related to risk, nature, and place perceptions with pro-NbS attitudes and behavior were tested to determine how these may be leveraged to increase acceptance. We find that trust is a consistent factor for defining attitudes towards the NbS across the sites. Attitudes are strongly associated with respondents’ commitment to nature and concern for risk, while some skepticism of NbS effectiveness leads to high public demand for relevant evidence. Risk perception and particularly the potential for future impacts are associated with behavioural acceptance (i.e. willingness to engage), along with responsibility for nature and connectedness to place.
Current data collection efforts to demonstrate NbS effectiveness for risk reduction are well-positioned to increase public acceptance in Europe. However, recognizing the differences among segments of the public within each site along with distinct hazard types, proposed NbS, and historical, social, and cultural characteristics across the sites is crucial for designing strategies that increase acceptance. An overview of these dynamics leads to evidence-based recommendations for the case-study sites and for successful NbS in Europe.
How to cite: Anderson, C. C., Renaud, F. G., Hanscomb, S., Loupis, M., Munro, K. E., Ollauri, A., Panga, D., Pouta, E., Soini, K., and Thomson, C. S.: Public acceptance of nature-based solutions (NbS): a framework for successful NbS and its application in three European case studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4579, https://doi.org/10.5194/egusphere-egu21-4579, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Nature-based solutions (NbS) are increasingly recognized as sustainable approaches to address socio-environmental challenges. Disaster risk reduction (DRR) has benefited by increasingly moving away from purely ‘grey’ infrastructure measures towards NbS, which can better provide cultural, aesthetic, and recreational co-benefits that are highly valued among European citizens. Public acceptance is of particular importance for NbS since they often rely on collaborative implementation, management, and monitoring, as well as protection against competing land uses. Although public engagement is a common goal of NbS projects and found in the IUCN’s core principles of NbS, outreach efforts are rarely based on a sufficient understanding of the (de)motivating factors tied to public perceptions. As a first step, we conducted a systematic literature review to examine how unique NbS characteristics relate to public acceptance through a comparison with grey measures. We identified influential acceptance factors related to individuals, society, and DRR measures. Based on the review, we introduce the PA-NbS framework as a starting point for the systematic consideration, design, and testing of strategies for increasing public acceptance. The PA-NbS highlights the roles of trust, competing interests, and effectiveness of NbS, as well as public perceptions of risk, nature and place.
A lack of consideration of these factors may lead to misaligned public expectations and failed participatory initiatives, while jeopardizing the success of NbS projects. Therefore, as a second step, we conducted citizen surveys within three NbS host communities. Distinct NbS being implemented within the OPERANDUM project aim to reduce risk from (socio-)natural hazards in Scotland (landslides and coastal erosion), Finland (eutrophication and algal blooms) and Greece (river flooding). Associations of factors related to risk, nature, and place perceptions with pro-NbS attitudes and behavior were tested to determine how these may be leveraged to increase acceptance. We find that trust is a consistent factor for defining attitudes towards the NbS across the sites. Attitudes are strongly associated with respondents’ commitment to nature and concern for risk, while some skepticism of NbS effectiveness leads to high public demand for relevant evidence. Risk perception and particularly the potential for future impacts are associated with behavioural acceptance (i.e. willingness to engage), along with responsibility for nature and connectedness to place.
Current data collection efforts to demonstrate NbS effectiveness for risk reduction are well-positioned to increase public acceptance in Europe. However, recognizing the differences among segments of the public within each site along with distinct hazard types, proposed NbS, and historical, social, and cultural characteristics across the sites is crucial for designing strategies that increase acceptance. An overview of these dynamics leads to evidence-based recommendations for the case-study sites and for successful NbS in Europe.
How to cite: Anderson, C. C., Renaud, F. G., Hanscomb, S., Loupis, M., Munro, K. E., Ollauri, A., Panga, D., Pouta, E., Soini, K., and Thomson, C. S.: Public acceptance of nature-based solutions (NbS): a framework for successful NbS and its application in three European case studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4579, https://doi.org/10.5194/egusphere-egu21-4579, 2021.
EGU21-15131 | vPICO presentations | NH1.4
Co-design and co-deployment of nature based solutions for river flooding mitigation in northern Italy river embankmentsBeatrice Pulvirenti, Paolo Ruggieri, Alessio Domeneghetti, Elena Toth, Silvia Maria Alfieri, Fatemeh Foroughnia, and Massimo Menenti
Po valley in the Emilia Romagna region, Northern Italy, is threatened by hydro-meteorological hazards, such as river flooding. In the last 50 years this area was interested by an intensive urbanization (with cities that span from the size of a village to metropolitan urban areas such as Bologna) with the realization of infrastructures, e.g. roads and residential settlements near rivers. In addition, the strengthening and expansion of the embankment system led to the development of the areas prone to floods located nearby the rivers. These modifications, in combination with the occurrence of high flood peaks recently experienced in this area have increased the impacts and thus, the attention, on riverine floods. The last event occurred in December 2020, where Panaro river, a tributary of the Po river, broke its banks near Modena causing large flooded area.
Co-design and co-deployment of nature based solutions (NBS) to reduce flooding risk in the Panaro river is one of the objective of the H2020 project OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM). A portion of the Panaro river embankment is one of the Open Air Laboratories (OAL) where special deep rooted plants were implemented to evidence the mitigation of hydro-meteorological risks by NBS.
In this work, a combined approach between Earth Observation (EO) data and multi-scale modelling is shown, to support the co-design process of the NBS. Synthetic Aperture Radar (SAR) and optical EO data were used to identify areas at risk, i.e. the area most likely to be affected by severe flooding events. A thresholding method was applied to the SAR and optical images available during past extreme events to identify size and location of the floods. The remote sensing analysis allowed the definition of specific portions of the Panaro river where NBS can be more effective for flood risk reduction. In a second step, a multi-scale modelling approach, based on the characterisation of deep-rooted plants by laboratory experiments and in-field measurements, is used to determine the response of the identified portions of Panaro river to flooding events and to evaluate the effectiveness of possible NBS.
Remote sensing analysis indicates that the area between Secchia and Panaro rivers, delimited to the north by the town of Bomporto and to the South by the town of Albareto has been most frequently inundated in the recent extreme events. The integrated analysis leads to the identification of potential sites, along the Panaro river, where NBS could be effective for river flooding risk reduction, contributing to the definition of the priority sites among the ones defined by the stakeholders and engineers.
How to cite: Pulvirenti, B., Ruggieri, P., Domeneghetti, A., Toth, E., Alfieri, S. M., Foroughnia, F., and Menenti, M.: Co-design and co-deployment of nature based solutions for river flooding mitigation in northern Italy river embankments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15131, https://doi.org/10.5194/egusphere-egu21-15131, 2021.
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Po valley in the Emilia Romagna region, Northern Italy, is threatened by hydro-meteorological hazards, such as river flooding. In the last 50 years this area was interested by an intensive urbanization (with cities that span from the size of a village to metropolitan urban areas such as Bologna) with the realization of infrastructures, e.g. roads and residential settlements near rivers. In addition, the strengthening and expansion of the embankment system led to the development of the areas prone to floods located nearby the rivers. These modifications, in combination with the occurrence of high flood peaks recently experienced in this area have increased the impacts and thus, the attention, on riverine floods. The last event occurred in December 2020, where Panaro river, a tributary of the Po river, broke its banks near Modena causing large flooded area.
Co-design and co-deployment of nature based solutions (NBS) to reduce flooding risk in the Panaro river is one of the objective of the H2020 project OPEn-air laboRAtories for Nature baseD solUtions to Manage environmental risks (OPERANDUM). A portion of the Panaro river embankment is one of the Open Air Laboratories (OAL) where special deep rooted plants were implemented to evidence the mitigation of hydro-meteorological risks by NBS.
In this work, a combined approach between Earth Observation (EO) data and multi-scale modelling is shown, to support the co-design process of the NBS. Synthetic Aperture Radar (SAR) and optical EO data were used to identify areas at risk, i.e. the area most likely to be affected by severe flooding events. A thresholding method was applied to the SAR and optical images available during past extreme events to identify size and location of the floods. The remote sensing analysis allowed the definition of specific portions of the Panaro river where NBS can be more effective for flood risk reduction. In a second step, a multi-scale modelling approach, based on the characterisation of deep-rooted plants by laboratory experiments and in-field measurements, is used to determine the response of the identified portions of Panaro river to flooding events and to evaluate the effectiveness of possible NBS.
Remote sensing analysis indicates that the area between Secchia and Panaro rivers, delimited to the north by the town of Bomporto and to the South by the town of Albareto has been most frequently inundated in the recent extreme events. The integrated analysis leads to the identification of potential sites, along the Panaro river, where NBS could be effective for river flooding risk reduction, contributing to the definition of the priority sites among the ones defined by the stakeholders and engineers.
How to cite: Pulvirenti, B., Ruggieri, P., Domeneghetti, A., Toth, E., Alfieri, S. M., Foroughnia, F., and Menenti, M.: Co-design and co-deployment of nature based solutions for river flooding mitigation in northern Italy river embankments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15131, https://doi.org/10.5194/egusphere-egu21-15131, 2021.
EGU21-15504 | vPICO presentations | NH1.4
The ecosystem service benefits of green-roof as a part of smart ecosystem-based management: A case study in Dublin, IrelandSrikanta Sannigrahi, Bidroha Basu, Arunima Sarkar Basu, and Francesco Pilla
The concept of Ecosystem-Based Management (EBM) as part of Nature-Based Solutions (NBS) have frequently been adopted in different strategic planning as a cross-sectoral mechanism to manage environmental problems. The EBM combines all relevant approaches, methods, tools, and software that collectively provide key scientific and socioeconomic evidence and eventually address environmental issues more sustainably. The specific application of EBM in different environmental problems, including flooding, have been proven effective in many cases. This ensures the superiority of EBM approaches for designing collaborative programs for solving environmental problems. The EBM offers a variety of sustainable interventions such as reducing impervious surface through porous paving, green parking lots, brownfield restoration, and deployment of green-roofs, which collectively attenuates water runoff and peak discharge, and offers protection against extreme precipitation events by enhancing water infiltration. In addition to the targeted benefits and cost-effectiveness of EBM, the supply of potential ecosystem service co-benefits that usually comes with EBM can contribute substantially to generating environmental benefits and adds community well-being. In order to analyse the superior effects of green-roof as a part of a smart-EBM framework, which has been deployed in CHQ building in Dublin, Ireland, a conceptual upscaling scenario framework has been formulated for measuring the city scale impact of green-roofs in providing multiple-valued ecosystem services. The biophysical and economic benefits of smart green-roof EBM will be estimated using varied ecosystem service modelling and standard cost-benefit analysis. The proposed smart green-roof framework is expected to have a more significant impact in minimising the flooding problems in Dublin city and expected to provide multiple regulating, supporting provisioning, and cultural benefits that can collectively surpass the deployment cost of green-roofs in the long run.
How to cite: Sannigrahi, S., Basu, B., Basu, A. S., and Pilla, F.: The ecosystem service benefits of green-roof as a part of smart ecosystem-based management: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15504, https://doi.org/10.5194/egusphere-egu21-15504, 2021.
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The concept of Ecosystem-Based Management (EBM) as part of Nature-Based Solutions (NBS) have frequently been adopted in different strategic planning as a cross-sectoral mechanism to manage environmental problems. The EBM combines all relevant approaches, methods, tools, and software that collectively provide key scientific and socioeconomic evidence and eventually address environmental issues more sustainably. The specific application of EBM in different environmental problems, including flooding, have been proven effective in many cases. This ensures the superiority of EBM approaches for designing collaborative programs for solving environmental problems. The EBM offers a variety of sustainable interventions such as reducing impervious surface through porous paving, green parking lots, brownfield restoration, and deployment of green-roofs, which collectively attenuates water runoff and peak discharge, and offers protection against extreme precipitation events by enhancing water infiltration. In addition to the targeted benefits and cost-effectiveness of EBM, the supply of potential ecosystem service co-benefits that usually comes with EBM can contribute substantially to generating environmental benefits and adds community well-being. In order to analyse the superior effects of green-roof as a part of a smart-EBM framework, which has been deployed in CHQ building in Dublin, Ireland, a conceptual upscaling scenario framework has been formulated for measuring the city scale impact of green-roofs in providing multiple-valued ecosystem services. The biophysical and economic benefits of smart green-roof EBM will be estimated using varied ecosystem service modelling and standard cost-benefit analysis. The proposed smart green-roof framework is expected to have a more significant impact in minimising the flooding problems in Dublin city and expected to provide multiple regulating, supporting provisioning, and cultural benefits that can collectively surpass the deployment cost of green-roofs in the long run.
How to cite: Sannigrahi, S., Basu, B., Basu, A. S., and Pilla, F.: The ecosystem service benefits of green-roof as a part of smart ecosystem-based management: A case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15504, https://doi.org/10.5194/egusphere-egu21-15504, 2021.
EGU21-15937 | vPICO presentations | NH1.4 | Highlight
Identification and Evaluation of Ecosystem-based Approaches for Flood Risk Reduction in the Transboundary Lower Mono River Catchment in Benin and TogoLorina Schudel, Yvonne Walz, and Kokouvi Gbétey Akpamou
Floods in West Africa repeatedly cause devastating impacts on human life and livelihoods, infrastructure and the environment and they are expected to increase in frequency and severity under a changing climate. Ecosystem-based approaches can be a cost-effective, efficient way to reduce flood risk while at the same time providing co-benefits. However, qualitative and quantitative assessments of ecosystem-based approaches that are suitable for the climatic conditions and socio-ecological system of the region are scarse. This study therefore identifies and evaluates climate-sensitive ecosystem-based approaches for the transboundary Lower Mono River Basin in Benin and Togo. The identification of ecosystem-based approaches has been done based on a review of scientific literature and complemented by a participatory approach with experts from the catchment. During focus group discussions, national stakeholders and policy makers identified, prioritized and mapped existing measures and provided their perspectives on prospective measures to reduce flood risk in the transboundary catchment. They include measures to reduce flow velocity, increase soil infiltration and improve water management. In a next step, we used a multi-criteria analysis considering ecological, climatic and flood hazard data to create suitability maps for different clusters of identified ecosystem-based approaches. This study is part of the CLIMAFRI project, which aims at creating a river basin information system for the Lower Mono Basin as well as creating a flood risk management plan. Through the integration of the suitability maps into the flood risk assessment tool, which has been created in the scope of this project, the ecosystem-based approaches are evaluated quantitatively. In a second round of focus group discussions with representatives from the local communities, feasibility of selected ecosystem-based approaches, co-benefits and trade-offs of the measures are discussed. Through the combination of qualitative and quantitative data, a holistic evaluation of ecosystem-based approaches and their contribution to hazard mitigation, increase of coping capacity, ecosystem resilience and overall flood risk reduction can be achieved.
How to cite: Schudel, L., Walz, Y., and Akpamou, K. G.: Identification and Evaluation of Ecosystem-based Approaches for Flood Risk Reduction in the Transboundary Lower Mono River Catchment in Benin and Togo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15937, https://doi.org/10.5194/egusphere-egu21-15937, 2021.
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Floods in West Africa repeatedly cause devastating impacts on human life and livelihoods, infrastructure and the environment and they are expected to increase in frequency and severity under a changing climate. Ecosystem-based approaches can be a cost-effective, efficient way to reduce flood risk while at the same time providing co-benefits. However, qualitative and quantitative assessments of ecosystem-based approaches that are suitable for the climatic conditions and socio-ecological system of the region are scarse. This study therefore identifies and evaluates climate-sensitive ecosystem-based approaches for the transboundary Lower Mono River Basin in Benin and Togo. The identification of ecosystem-based approaches has been done based on a review of scientific literature and complemented by a participatory approach with experts from the catchment. During focus group discussions, national stakeholders and policy makers identified, prioritized and mapped existing measures and provided their perspectives on prospective measures to reduce flood risk in the transboundary catchment. They include measures to reduce flow velocity, increase soil infiltration and improve water management. In a next step, we used a multi-criteria analysis considering ecological, climatic and flood hazard data to create suitability maps for different clusters of identified ecosystem-based approaches. This study is part of the CLIMAFRI project, which aims at creating a river basin information system for the Lower Mono Basin as well as creating a flood risk management plan. Through the integration of the suitability maps into the flood risk assessment tool, which has been created in the scope of this project, the ecosystem-based approaches are evaluated quantitatively. In a second round of focus group discussions with representatives from the local communities, feasibility of selected ecosystem-based approaches, co-benefits and trade-offs of the measures are discussed. Through the combination of qualitative and quantitative data, a holistic evaluation of ecosystem-based approaches and their contribution to hazard mitigation, increase of coping capacity, ecosystem resilience and overall flood risk reduction can be achieved.
How to cite: Schudel, L., Walz, Y., and Akpamou, K. G.: Identification and Evaluation of Ecosystem-based Approaches for Flood Risk Reduction in the Transboundary Lower Mono River Catchment in Benin and Togo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15937, https://doi.org/10.5194/egusphere-egu21-15937, 2021.
NH1.5 – Hazard Risk Managment in Agriculture and Agroecosystems
EGU21-1169 | vPICO presentations | NH1.5
Future climate risk to UK agriculture from heat and humidity changesFreya Garry, Dan Bernie, Jemma Davie, and Edward Pope
Assessments of current and future climate risk are required for adaptation planning to increase resilience and enable society to cope with future climate hazards. Here we identify case studies of compound hazard (involving heat and humidity) events of interest to the UK agricultural sector and present a framework for comparing the frequency and duration of compound events now to those projected in 50 years’ time. We use high resolution (12 km) simulations from the UK Climate Projections to explore how the frequency and duration of instances of potato blight and thermal heat stress to dairy cattle may change locally under RCP 8.5 emissions forcing. We combine hazard (temperature and humidity data) with vulnerability (specific threshold exceedance) and exposure (regional dairy cattle numbers/potato growing area) to estimate risk. Regions where most potatoes are grown, and where the potato blight risk is greatest in both the current and future climate, include the East of England, Yorkshire and the Humber and Eastern Scotland. By 2070, potato blight occurrences may increase by 70 % in East Scotland and between 20 - 30 % across the East of England, the Midlands and Yorkshire and the Humber. Assuming dairy cattle spatial distributions remain the same, the area of greatest risk now and in the future is South West England, with notable increases in risk across Northern Ireland, Wales, the Midlands, North West England and North West Scotland. Dairy cattle heat stress (using a temperature-humidity index) is projected to increase by over 1000 % in South West England, the region with the most dairy cattle. Finally, we consider projected changes to UK seasons, using 2018 as a template, where a cold spring followed by a warm/dry summer resulted in hay/silage shortages. In addition to reduced crop yields in 2018, cattle were kept inside for longer in the cold spring and in the warm/dry summer, due to heat stress and poor grass quality. UK Climate Projections indicate that the annual probability of cold spring/warm summer conditions will decrease in future, but the annual probability of longer dry/warm summers will increase. We conclude that the agricultural sector should consider suitable climate adaptation measures to minimise the risk of dairy cattle thermal heat stress, increased potato blight, and longer dry/warm summer conditions.
How to cite: Garry, F., Bernie, D., Davie, J., and Pope, E.: Future climate risk to UK agriculture from heat and humidity changes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1169, https://doi.org/10.5194/egusphere-egu21-1169, 2021.
Assessments of current and future climate risk are required for adaptation planning to increase resilience and enable society to cope with future climate hazards. Here we identify case studies of compound hazard (involving heat and humidity) events of interest to the UK agricultural sector and present a framework for comparing the frequency and duration of compound events now to those projected in 50 years’ time. We use high resolution (12 km) simulations from the UK Climate Projections to explore how the frequency and duration of instances of potato blight and thermal heat stress to dairy cattle may change locally under RCP 8.5 emissions forcing. We combine hazard (temperature and humidity data) with vulnerability (specific threshold exceedance) and exposure (regional dairy cattle numbers/potato growing area) to estimate risk. Regions where most potatoes are grown, and where the potato blight risk is greatest in both the current and future climate, include the East of England, Yorkshire and the Humber and Eastern Scotland. By 2070, potato blight occurrences may increase by 70 % in East Scotland and between 20 - 30 % across the East of England, the Midlands and Yorkshire and the Humber. Assuming dairy cattle spatial distributions remain the same, the area of greatest risk now and in the future is South West England, with notable increases in risk across Northern Ireland, Wales, the Midlands, North West England and North West Scotland. Dairy cattle heat stress (using a temperature-humidity index) is projected to increase by over 1000 % in South West England, the region with the most dairy cattle. Finally, we consider projected changes to UK seasons, using 2018 as a template, where a cold spring followed by a warm/dry summer resulted in hay/silage shortages. In addition to reduced crop yields in 2018, cattle were kept inside for longer in the cold spring and in the warm/dry summer, due to heat stress and poor grass quality. UK Climate Projections indicate that the annual probability of cold spring/warm summer conditions will decrease in future, but the annual probability of longer dry/warm summers will increase. We conclude that the agricultural sector should consider suitable climate adaptation measures to minimise the risk of dairy cattle thermal heat stress, increased potato blight, and longer dry/warm summer conditions.
How to cite: Garry, F., Bernie, D., Davie, J., and Pope, E.: Future climate risk to UK agriculture from heat and humidity changes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1169, https://doi.org/10.5194/egusphere-egu21-1169, 2021.
EGU21-2135 | vPICO presentations | NH1.5
Trading space for time: Assessment of tree habitat shifts under climate change using bioclimatic envelopesKatharina Enigl, Matthias Schlögl, and Christoph Matulla
Climate change constitutes a main driver of altering population dynamics of spruce bark beetles (Ips typographus) all over Europe. Their swarming activity as well as development rate are strongly dependent on temperature and the availability of brood trees. Especially over the last years, the latter has substantially increased due to major drought events which led to a widespread weakening of spruce stands. Since both higher temperatures and longer drought periods are to be expected in Central Europe in the decades ahead, foresters face the challenges of maintaining sustainable forest management and safeguarding future yields. One approach used to foster decision support in silviculture relies on the identification of possible alternative tree species suitable for adapting to expected future climate conditions in threatened regions.
In this study, we focus on the forest district of Horn, a region in Austria‘s north east that is beneficially influenced by the mesoclimate of the Pannonian basin. This fertile yet dry area has been severely affected by mass propagations of Ips typographus due to extensive droughts since 2017, and consequently has suffered from substantial forest damage in recent years. The urgent need for action was realized and has expedited the search for more robust alternative species to ensure sustainable silviculture in the area.
The determination of suitable tree species is based on the identification of regions whose climatic conditions in the recent past are similar to those that are to be expected in the forest district of Horn in the future. To characterize these conditions, we consider 19 bioclimatic variables that are derived from monthly temperature and rainfall values. Using downscaled CMIP6 projections with a spatial resolution of 2.5 minutes, we determine future conditions in Horn throughout the 21st century. By employing 20-year periods from 2021 to 2100 for the scenarios SSP1-26, SSP2-45, SSP3-70 and SSP5-85, and comparing them to worldwide past climate conditions, we obtain corresponding bioclimatic regions for four future time slices until the end of the century. The Euclidian distance is applied as measure of similarity, effectively yielding similarity maps on a continuous scale. In order to account for the spatial variability within the forest district, this procedure is performed for the colder northwest and the warmer southeast of the area, individually seeking similar bioclimatic regions for each of these two subregions. Results point to Eastern Europe as well as the Po Valley in northern Italy as areas exhibiting the highest similarity to the future climate in this North-Eastern part of Austria.
How to cite: Enigl, K., Schlögl, M., and Matulla, C.: Trading space for time: Assessment of tree habitat shifts under climate change using bioclimatic envelopes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2135, https://doi.org/10.5194/egusphere-egu21-2135, 2021.
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Climate change constitutes a main driver of altering population dynamics of spruce bark beetles (Ips typographus) all over Europe. Their swarming activity as well as development rate are strongly dependent on temperature and the availability of brood trees. Especially over the last years, the latter has substantially increased due to major drought events which led to a widespread weakening of spruce stands. Since both higher temperatures and longer drought periods are to be expected in Central Europe in the decades ahead, foresters face the challenges of maintaining sustainable forest management and safeguarding future yields. One approach used to foster decision support in silviculture relies on the identification of possible alternative tree species suitable for adapting to expected future climate conditions in threatened regions.
In this study, we focus on the forest district of Horn, a region in Austria‘s north east that is beneficially influenced by the mesoclimate of the Pannonian basin. This fertile yet dry area has been severely affected by mass propagations of Ips typographus due to extensive droughts since 2017, and consequently has suffered from substantial forest damage in recent years. The urgent need for action was realized and has expedited the search for more robust alternative species to ensure sustainable silviculture in the area.
The determination of suitable tree species is based on the identification of regions whose climatic conditions in the recent past are similar to those that are to be expected in the forest district of Horn in the future. To characterize these conditions, we consider 19 bioclimatic variables that are derived from monthly temperature and rainfall values. Using downscaled CMIP6 projections with a spatial resolution of 2.5 minutes, we determine future conditions in Horn throughout the 21st century. By employing 20-year periods from 2021 to 2100 for the scenarios SSP1-26, SSP2-45, SSP3-70 and SSP5-85, and comparing them to worldwide past climate conditions, we obtain corresponding bioclimatic regions for four future time slices until the end of the century. The Euclidian distance is applied as measure of similarity, effectively yielding similarity maps on a continuous scale. In order to account for the spatial variability within the forest district, this procedure is performed for the colder northwest and the warmer southeast of the area, individually seeking similar bioclimatic regions for each of these two subregions. Results point to Eastern Europe as well as the Po Valley in northern Italy as areas exhibiting the highest similarity to the future climate in this North-Eastern part of Austria.
How to cite: Enigl, K., Schlögl, M., and Matulla, C.: Trading space for time: Assessment of tree habitat shifts under climate change using bioclimatic envelopes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2135, https://doi.org/10.5194/egusphere-egu21-2135, 2021.
EGU21-8459 | vPICO presentations | NH1.5
Risk of drought for winter cereals in Castilla y León (N Spain) under current and future climateMargarita Ruiz-Ramos, Alfredo Rodríguez, Antonio Saa-Requejo, José Luis Valencia, María Villeta, and Ana María Tarquis
Due to the latitude of the Iberian Peninsula, it is repeatedly affected by significant drought episodes. This has been the case of the events observed in the years 1979-1983, 1992-1995, 2005, or 2016-2017. In the historical period, the occurrence of droughts in the Peninsula has been closely linked to the natural variability of the climate itself, which is modulated by multiple factors, such as the surface temperature of the oceans, the polar ice cover, the Oscillation of the North Atlantic or the stratospheric circulation itself (e.g. Lorenzo et al., 2011). Within the context of global warming, the projected increase in temperatures is expected to have a direct impact on the recurrence and severity of droughts on the Iberian Peninsula.
Therefore, the objective of this work is to study the relationships between climatic variables that indicate a high risk of yield loss of rainfed cereals affected by drought, and their projection in the immediate future. This work has been framed in the area of Castilla y León in the North Plateau of Spain.
The selected methodology consisted of the design of agrometeorological indices that allowed capturing the behaviour of the most relevant variables related to the response of the cereals to drought in the study area. For this purpose, meteorological station observations, observations in grid, and simulations of present and future climate generated by regional climate simulation models (EUROCORDEX RCMs, van Meijgaard et al., 2014), which were used to compute the indices after a bias correction. Finally, results maps were obtained.
A total of nine temperature and/or precipitation indices were designed and calculated for periods physiologically meaningful for the crop, both under present and future climate. A discussion of the potential consequences of the indices changes on winter cereal yields in Castilla y León was addressed.
Acknowledgements
Authors are grateful to Agroseguro funding through the project “Drought events in winter cereals in Castilla-León: risk analysis, trends and climate change”.
References
Lorenzo, M.N., Taboada, J.J., Iglesias, I., Gómez-Gesteira, M., 2011. Predictability of the spring rainfall in Northwestern Iberian Peninsula from sea surfaces temperature of ENSO areas. Clim. Change 107 (3–4), 329–341.
van Meijgaard, E., Moseley, C., Pfeifer, S., Preuschmann, S., Radermacher, C., Radtke, K., Rechid, D., Rounsevell, M., Samuelsson, P., Somot, S., Soussana, J.-F., Teichmann, C., Valentini, R., Vautard, R., Weber, B., and Yiou, P.: EUROCORDEX: new high-resolution climate change projections for European impact research, Reg. Environ. Change, 14, 563–578, https://doi.org/10.1007/s10113-013-0499-2, 2014.
How to cite: Ruiz-Ramos, M., Rodríguez, A., Saa-Requejo, A., Valencia, J. L., Villeta, M., and Tarquis, A. M.: Risk of drought for winter cereals in Castilla y León (N Spain) under current and future climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8459, https://doi.org/10.5194/egusphere-egu21-8459, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Due to the latitude of the Iberian Peninsula, it is repeatedly affected by significant drought episodes. This has been the case of the events observed in the years 1979-1983, 1992-1995, 2005, or 2016-2017. In the historical period, the occurrence of droughts in the Peninsula has been closely linked to the natural variability of the climate itself, which is modulated by multiple factors, such as the surface temperature of the oceans, the polar ice cover, the Oscillation of the North Atlantic or the stratospheric circulation itself (e.g. Lorenzo et al., 2011). Within the context of global warming, the projected increase in temperatures is expected to have a direct impact on the recurrence and severity of droughts on the Iberian Peninsula.
Therefore, the objective of this work is to study the relationships between climatic variables that indicate a high risk of yield loss of rainfed cereals affected by drought, and their projection in the immediate future. This work has been framed in the area of Castilla y León in the North Plateau of Spain.
The selected methodology consisted of the design of agrometeorological indices that allowed capturing the behaviour of the most relevant variables related to the response of the cereals to drought in the study area. For this purpose, meteorological station observations, observations in grid, and simulations of present and future climate generated by regional climate simulation models (EUROCORDEX RCMs, van Meijgaard et al., 2014), which were used to compute the indices after a bias correction. Finally, results maps were obtained.
A total of nine temperature and/or precipitation indices were designed and calculated for periods physiologically meaningful for the crop, both under present and future climate. A discussion of the potential consequences of the indices changes on winter cereal yields in Castilla y León was addressed.
Acknowledgements
Authors are grateful to Agroseguro funding through the project “Drought events in winter cereals in Castilla-León: risk analysis, trends and climate change”.
References
Lorenzo, M.N., Taboada, J.J., Iglesias, I., Gómez-Gesteira, M., 2011. Predictability of the spring rainfall in Northwestern Iberian Peninsula from sea surfaces temperature of ENSO areas. Clim. Change 107 (3–4), 329–341.
van Meijgaard, E., Moseley, C., Pfeifer, S., Preuschmann, S., Radermacher, C., Radtke, K., Rechid, D., Rounsevell, M., Samuelsson, P., Somot, S., Soussana, J.-F., Teichmann, C., Valentini, R., Vautard, R., Weber, B., and Yiou, P.: EUROCORDEX: new high-resolution climate change projections for European impact research, Reg. Environ. Change, 14, 563–578, https://doi.org/10.1007/s10113-013-0499-2, 2014.
How to cite: Ruiz-Ramos, M., Rodríguez, A., Saa-Requejo, A., Valencia, J. L., Villeta, M., and Tarquis, A. M.: Risk of drought for winter cereals in Castilla y León (N Spain) under current and future climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8459, https://doi.org/10.5194/egusphere-egu21-8459, 2021.
EGU21-11421 | vPICO presentations | NH1.5
The 38 years of the microclimate change dynamics across a cropland-windbreak-desert transition zone in the Ulan Buh Desert, northern ChinaGuan Wang, Fengmin Luo, Zhiming Xin, Junran Li, and Huijie Xiao
The windbreak system is a major component of successful agricultural systems in arid deserts throughout the world. Ulan Buh Desert is one of the eight biggest deserts in China, and the oases there offer residence and cropland for over 90% of the local residents. However, due to climate change and human disturbances, the Ulan Buh Desert continues spreading to the south, bringing more pressure on the windbreak systems there. Meanwhile, the Chinese government put much effort into greening the desert, establishing artificial shrubs to prevent dune movement and soil loss. How microclimate in the cropland-windbreak-desert system responded to human activities and climate change has rarely been studied. In this study, we investigated the microclimate change dynamics across the cropland-windbreak-desert transition zone during the past 38 years. Two 50 m climatological towers, located in the same distance inner and outside a shelterbelt, have continuously monitored climatic factors, including air temperature, soil temperature, relative humidity, precipitation, evaporation, layered wind speeds, etc., and aeolian erosion related factors, such as layered dustfall. The long-time fluctuations of the inside and outside climatic factors have been analyzed, and the global climate change data, local land-use history, as well as the record of afforestation activities implemented by government and local people, were also collected. The results revealed that both the inside and outside windbreak air temperatures and soil temperatures increased during the past 38 years, which agrees with the global warming phenomenon. The inner windbreak air temperature is consistently lower than the outer windbreak areas, and the temperature difference is biggest in summer and smallest in winter. However, the soil temperature difference between the outside and inner windbreak is unstable. In 1995, 2002, and 2004, the dune areas even had lower soil temperature than the inner cropland. The precipitation is 0.5~100.7mm higher in cropland and the evaporation is lower in cropland when comparing to outside dune areas, but their annual variations changed greatly. The wind speed and erosion rate are significantly lower in cropland than desert dune areas, and the seasonal change exhibited a bimodal curve pattern. The results suggest that the cropland-windbreak-desert transition zone responded to global climate change simultaneously. Although the shelterbelt still creates a favorable regional climatic condition for the cropland, the differences between the inner and outer windbreak areas narrowed during the past 10 years. The aeolian erosion rate reduced significantly in outside windbreak dune areas, which may largely attribute to the artificial Haloxylon ammodendron communities planted at the southeastern margin of the desert.
How to cite: Wang, G., Luo, F., Xin, Z., Li, J., and Xiao, H.: The 38 years of the microclimate change dynamics across a cropland-windbreak-desert transition zone in the Ulan Buh Desert, northern China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11421, https://doi.org/10.5194/egusphere-egu21-11421, 2021.
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The windbreak system is a major component of successful agricultural systems in arid deserts throughout the world. Ulan Buh Desert is one of the eight biggest deserts in China, and the oases there offer residence and cropland for over 90% of the local residents. However, due to climate change and human disturbances, the Ulan Buh Desert continues spreading to the south, bringing more pressure on the windbreak systems there. Meanwhile, the Chinese government put much effort into greening the desert, establishing artificial shrubs to prevent dune movement and soil loss. How microclimate in the cropland-windbreak-desert system responded to human activities and climate change has rarely been studied. In this study, we investigated the microclimate change dynamics across the cropland-windbreak-desert transition zone during the past 38 years. Two 50 m climatological towers, located in the same distance inner and outside a shelterbelt, have continuously monitored climatic factors, including air temperature, soil temperature, relative humidity, precipitation, evaporation, layered wind speeds, etc., and aeolian erosion related factors, such as layered dustfall. The long-time fluctuations of the inside and outside climatic factors have been analyzed, and the global climate change data, local land-use history, as well as the record of afforestation activities implemented by government and local people, were also collected. The results revealed that both the inside and outside windbreak air temperatures and soil temperatures increased during the past 38 years, which agrees with the global warming phenomenon. The inner windbreak air temperature is consistently lower than the outer windbreak areas, and the temperature difference is biggest in summer and smallest in winter. However, the soil temperature difference between the outside and inner windbreak is unstable. In 1995, 2002, and 2004, the dune areas even had lower soil temperature than the inner cropland. The precipitation is 0.5~100.7mm higher in cropland and the evaporation is lower in cropland when comparing to outside dune areas, but their annual variations changed greatly. The wind speed and erosion rate are significantly lower in cropland than desert dune areas, and the seasonal change exhibited a bimodal curve pattern. The results suggest that the cropland-windbreak-desert transition zone responded to global climate change simultaneously. Although the shelterbelt still creates a favorable regional climatic condition for the cropland, the differences between the inner and outer windbreak areas narrowed during the past 10 years. The aeolian erosion rate reduced significantly in outside windbreak dune areas, which may largely attribute to the artificial Haloxylon ammodendron communities planted at the southeastern margin of the desert.
How to cite: Wang, G., Luo, F., Xin, Z., Li, J., and Xiao, H.: The 38 years of the microclimate change dynamics across a cropland-windbreak-desert transition zone in the Ulan Buh Desert, northern China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11421, https://doi.org/10.5194/egusphere-egu21-11421, 2021.
EGU21-16105 | vPICO presentations | NH1.5
Climate change in chestnut producing regions in PortugalMário Gonçalves, Malik Amraoui, José Laranjo, and Mário Pereira
The chestnut trees are well adaptated to temperate and humid climates, with moderate annual thermal contrast and without long and severe summer droughts. Bioclimatic studies suggest that chestnut trees have special needs, including at least six months with average monthly air temperature above 10 ⁰C, total annual precipitation of 800 – 900 mm, and 25% of annual precipitation in summer. Weather is also determinant in the phenology of the species. For example, the suitable average air temperature range is: 13 – 15⁰C to initiate the phenological activity, 18 – 20⁰C for flowering, and 20 – 22⁰C for maturation. Therefore chestnut production is highly affected by adverse weather conditions and can be severely reduced by the occurrence of extreme weather/climate extremes: late frosts, heat waves, heavy rainfall, wind gusts, maximum air temperature lower than 25⁰C during flowering or above 32⁰C, which cause thermoinhibition of vegetative activity. Thus, it is important to characterize the chestnut producing regions in present and future climate and estimate how, when and where the weather conditions will be maintained or changed. For this study we used meteorological data from ERA5 for the 1981 – 2010 period and several GCM-RCM simulations from CORDEX Bias-adjusted RCM data for 2011 – 2100 period to assess the climate for current and two future scenarios (RCP 4.5 and RCP 8.5). The meteorological variables selected for this study have been identified in previous studies as having the greatest influence in the phenological activity of the chestnut tree and on the chestnut productivity. The results include the identification of the regions where: (i) the variables will have significantly different statistical distributions in the future; (ii) will be necessary to adopt hazard risk management and climate adaptation measures, including substitution by other varieties more adapted to future conditions or the development of genetic improvement programs; and, (iii) the identification of new production areas.
How to cite: Gonçalves, M., Amraoui, M., Laranjo, J., and Pereira, M.: Climate change in chestnut producing regions in Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16105, https://doi.org/10.5194/egusphere-egu21-16105, 2021.
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The chestnut trees are well adaptated to temperate and humid climates, with moderate annual thermal contrast and without long and severe summer droughts. Bioclimatic studies suggest that chestnut trees have special needs, including at least six months with average monthly air temperature above 10 ⁰C, total annual precipitation of 800 – 900 mm, and 25% of annual precipitation in summer. Weather is also determinant in the phenology of the species. For example, the suitable average air temperature range is: 13 – 15⁰C to initiate the phenological activity, 18 – 20⁰C for flowering, and 20 – 22⁰C for maturation. Therefore chestnut production is highly affected by adverse weather conditions and can be severely reduced by the occurrence of extreme weather/climate extremes: late frosts, heat waves, heavy rainfall, wind gusts, maximum air temperature lower than 25⁰C during flowering or above 32⁰C, which cause thermoinhibition of vegetative activity. Thus, it is important to characterize the chestnut producing regions in present and future climate and estimate how, when and where the weather conditions will be maintained or changed. For this study we used meteorological data from ERA5 for the 1981 – 2010 period and several GCM-RCM simulations from CORDEX Bias-adjusted RCM data for 2011 – 2100 period to assess the climate for current and two future scenarios (RCP 4.5 and RCP 8.5). The meteorological variables selected for this study have been identified in previous studies as having the greatest influence in the phenological activity of the chestnut tree and on the chestnut productivity. The results include the identification of the regions where: (i) the variables will have significantly different statistical distributions in the future; (ii) will be necessary to adopt hazard risk management and climate adaptation measures, including substitution by other varieties more adapted to future conditions or the development of genetic improvement programs; and, (iii) the identification of new production areas.
How to cite: Gonçalves, M., Amraoui, M., Laranjo, J., and Pereira, M.: Climate change in chestnut producing regions in Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16105, https://doi.org/10.5194/egusphere-egu21-16105, 2021.
EGU21-6781 | vPICO presentations | NH1.5
Developing resilience to hydrologic extremes in irrigated agriculture through risk transfer mechanisms in the context of southeastern BrazilMarcos Roberto Benso, Gabriela Chiquito Gesualdo, Eduardo Mario Mendiondo, Lars Ribbe, and Alexandra Nauditt
In the last decades, we have witnessed increasing losses on crop yield due to an increase in magnitude and frequency of hydrological extremes such as droughts and floods. These hazards promote systematic and regressive impacts on the economy and human behavior. Risk transfer mechanisms are key to cope with the economic impacts of these events, therefore safeguarding income to farmers and building resilience to the overall sector. The index-based insurance establishes an index that can be monitored in real or near-real-time, which is associated with losses to a specific agent. While the manifestation of the causality hazard to exposure and exposure to damage and its mathematical representation in cash flow equations is a hard task, incorporating an objective and transparent index adds up a new challenge to this modeling framework. Moreover, past events that have been used as the main guide to evaluating expected losses given risk can no longer offer an accurate risk estimation due to environmental changes. This work aims to tackle the hydrologic extremes risk transfer modeling in irrigated agriculture to obtain optimized premium values and parameters of an insurance fund for irrigated agriculture in Southeastern Brazil. This study will be developed in the Piracicaba, Jundiaí, and Capivari river basin, also known as PCJ catchment in the states of São Paulo and Minas Gerais, Brazil. The region, with approximately 5 million inhabitants, is considered one of the most important in Brazil due to its economic development, which represents about 7% of the National Gross Domestic Product (GDP). The Hydrologic Risk Transfer Model of the Hydraulic and Sanitation department of the University of São Paulo (MTRH-SHS) will be used to obtain optimized premium values. The main index variable is streamflow fitted to extreme value theory distribution for low and high flows. To evaluate climate change and land-use change scenarios, Regional Climate Models (RCMs) and land use projections will be related to streamflow in a hierarchical Bayesian framework. Synthetic data will be then simulated according to scenarios previously defined in a Monte Carlo approach. The hazard-damage function will be obtained by total crop yield and revenue per municipality, then the relationship between the index and expected losses is determined in an empirical equation. Finally, a cash flow computation is run with synthetic data obtaining optimized premiums in a way to minimize fund storage values. We expect to provide further evidence of the feasibility of actuarially fair premium values for the agents in the sector considering global phenomena of climate change and land-use change. Results will support climate change adaptation plans and policy as well as contribute to methods for estimating risk in a changing environment.
How to cite: Benso, M. R., Gesualdo, G. C., Mendiondo, E. M., Ribbe, L., and Nauditt, A.: Developing resilience to hydrologic extremes in irrigated agriculture through risk transfer mechanisms in the context of southeastern Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6781, https://doi.org/10.5194/egusphere-egu21-6781, 2021.
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In the last decades, we have witnessed increasing losses on crop yield due to an increase in magnitude and frequency of hydrological extremes such as droughts and floods. These hazards promote systematic and regressive impacts on the economy and human behavior. Risk transfer mechanisms are key to cope with the economic impacts of these events, therefore safeguarding income to farmers and building resilience to the overall sector. The index-based insurance establishes an index that can be monitored in real or near-real-time, which is associated with losses to a specific agent. While the manifestation of the causality hazard to exposure and exposure to damage and its mathematical representation in cash flow equations is a hard task, incorporating an objective and transparent index adds up a new challenge to this modeling framework. Moreover, past events that have been used as the main guide to evaluating expected losses given risk can no longer offer an accurate risk estimation due to environmental changes. This work aims to tackle the hydrologic extremes risk transfer modeling in irrigated agriculture to obtain optimized premium values and parameters of an insurance fund for irrigated agriculture in Southeastern Brazil. This study will be developed in the Piracicaba, Jundiaí, and Capivari river basin, also known as PCJ catchment in the states of São Paulo and Minas Gerais, Brazil. The region, with approximately 5 million inhabitants, is considered one of the most important in Brazil due to its economic development, which represents about 7% of the National Gross Domestic Product (GDP). The Hydrologic Risk Transfer Model of the Hydraulic and Sanitation department of the University of São Paulo (MTRH-SHS) will be used to obtain optimized premium values. The main index variable is streamflow fitted to extreme value theory distribution for low and high flows. To evaluate climate change and land-use change scenarios, Regional Climate Models (RCMs) and land use projections will be related to streamflow in a hierarchical Bayesian framework. Synthetic data will be then simulated according to scenarios previously defined in a Monte Carlo approach. The hazard-damage function will be obtained by total crop yield and revenue per municipality, then the relationship between the index and expected losses is determined in an empirical equation. Finally, a cash flow computation is run with synthetic data obtaining optimized premiums in a way to minimize fund storage values. We expect to provide further evidence of the feasibility of actuarially fair premium values for the agents in the sector considering global phenomena of climate change and land-use change. Results will support climate change adaptation plans and policy as well as contribute to methods for estimating risk in a changing environment.
How to cite: Benso, M. R., Gesualdo, G. C., Mendiondo, E. M., Ribbe, L., and Nauditt, A.: Developing resilience to hydrologic extremes in irrigated agriculture through risk transfer mechanisms in the context of southeastern Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6781, https://doi.org/10.5194/egusphere-egu21-6781, 2021.
EGU21-488 | vPICO presentations | NH1.5
Test Planning for Natural Circulation Farming Model in Agricultural Reclaimed LandDonguk Seo
Agricultural reclaimed land in Korea is increasingly being used for horticulture, grains, livestock, etc. However, soil of reclaimed land located in coastal lowland have so high salinity, poor fertility, high possibility of pollution that farming is difficult. Therefore, it is needed to promote desalination and fertility of soil and to reduce environmental burden through natural circulation farming. Therefore, we presented sustainable eco-friendly natural circulation model of agricultural resources in reclaimed land. The test complex was planned to apply circulation of energy and resources between horticulture and livestock focusing on Hanwoo, Korean-bred cattle. After comparing and analyzing the pH, organic matter, effective phosphate, potassium, calcium, magnesium, and electrical conductivity of the reclaimed land soils, and the general range soils, the appropriate number of Korean cattle was calculated. The estimated livestock manure of Korean cattle is used for liquid fertilizer, composting and energy. The total manure discharge can be calculated according to the area from one manure discharge. In addition, Pellet from cattle's manure was planned to be fueled and used as heating energy for horticulture facility. The greenhouse can be sized to a scale that meets the greenhouse's total heating load by calculating the total amount of energy generated from the manure. Therefore, plastic greenhouse-type horticultural complexes and livestock complexes including fuel facility using manure pellet are planned. So, natural circulation is completed as the manure of livestock provides the organic matter to the farmland and heating energy to the greenhouse. Additionally, agricultural product processing, sales and distribution centers, themed landscape agricultural complexes, ecological parks, agricultural tourism facilities, and observation facilities were arranged.
How to cite: Seo, D.: Test Planning for Natural Circulation Farming Model in Agricultural Reclaimed Land, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-488, https://doi.org/10.5194/egusphere-egu21-488, 2021.
Agricultural reclaimed land in Korea is increasingly being used for horticulture, grains, livestock, etc. However, soil of reclaimed land located in coastal lowland have so high salinity, poor fertility, high possibility of pollution that farming is difficult. Therefore, it is needed to promote desalination and fertility of soil and to reduce environmental burden through natural circulation farming. Therefore, we presented sustainable eco-friendly natural circulation model of agricultural resources in reclaimed land. The test complex was planned to apply circulation of energy and resources between horticulture and livestock focusing on Hanwoo, Korean-bred cattle. After comparing and analyzing the pH, organic matter, effective phosphate, potassium, calcium, magnesium, and electrical conductivity of the reclaimed land soils, and the general range soils, the appropriate number of Korean cattle was calculated. The estimated livestock manure of Korean cattle is used for liquid fertilizer, composting and energy. The total manure discharge can be calculated according to the area from one manure discharge. In addition, Pellet from cattle's manure was planned to be fueled and used as heating energy for horticulture facility. The greenhouse can be sized to a scale that meets the greenhouse's total heating load by calculating the total amount of energy generated from the manure. Therefore, plastic greenhouse-type horticultural complexes and livestock complexes including fuel facility using manure pellet are planned. So, natural circulation is completed as the manure of livestock provides the organic matter to the farmland and heating energy to the greenhouse. Additionally, agricultural product processing, sales and distribution centers, themed landscape agricultural complexes, ecological parks, agricultural tourism facilities, and observation facilities were arranged.
How to cite: Seo, D.: Test Planning for Natural Circulation Farming Model in Agricultural Reclaimed Land, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-488, https://doi.org/10.5194/egusphere-egu21-488, 2021.
EGU21-10829 | vPICO presentations | NH1.5
Evaluation of Earth Observation Products and Their Potential for Crop Damage and Crop Loss Assessment. The Case of Beacon Project.Emanuel Lekakis, Ana Maria Tarquis, Stylianos Kotsopoulos, Gregory Mygdakos, Agathoklis Dimitrakos, Ifigeneia Maria Tsioutsia, David Rivas-Tabares, and Polymachi Simeonidou
Agricultural Insurance (AgI) sector is expanding on a global scale and is projected to grow by €50 B, by 2020. This rapid growth is driven by a set of fundamental structural changes directly affecting the agricultural sector like more frequent and severe extreme weather events, growing global population and intensification of production systems. Insurance solutions are set to grow in importance for agricultural management, given that agriculture will continue to be increasingly dependent on risk financing support. However, the development and provision of insurance services/products in the agricultural sector is generally low as compared to other sectors of the economy, and in their majority, suffer from low market penetration.
In that frame, the BEACON toolbox was born, that aims to provide insurance companies with a robust and cost-efficient set of services that will allow them i) to alleviate the effect of weather uncertainty when estimating risk of AgI products; ii) to reduce the number of on-site visits for claim verification; iii) to reduce operational and administrative costs for monitoring of insured indices and contract handling; and iv) to design more accurate and personalized contracts. Specifically, BEACON scales-up on EO data and Weather Intelligence components, couples them with blockchain, to deliver the required functions for Weather Prediction and Assessment and Smart Contracts and offer the required services:
- Crop Monitoring, which provides contract profiling and crop monitoring data together with yield estimations.
- Damage Assessment Calculator, which supports AgI companies in better assess and calculate damage to proceed with indemnity pay-outs of claims.
- Anti-fraud Inspector, which allows AgI to automatically check the legitimacy of a claim submitted.
- Weather Risk Probability, which provides probabilities maps of extreme weather events that may occur in the upcoming season.
- Damage Prevention/ Prognosis – Early Warning System, which provides extreme weather alerts to AgI providers and their customers.
This work focuses on the Damage Assessment Calculator component. It provides an approach using different types of EO data, implemented in the operational workflow of BEACON that can be used by AgI companies to improve the prediction and crop loss assessment due to drought and hailstorms.
Acknowledgements
This project has received funding from the European Union's Horizon 2020 Research and Innovation programme under grant agreement No 821964 (BEACON).
How to cite: Lekakis, E., Tarquis, A. M., Kotsopoulos, S., Mygdakos, G., Dimitrakos, A., Tsioutsia, I. M., Rivas-Tabares, D., and Simeonidou, P.: Evaluation of Earth Observation Products and Their Potential for Crop Damage and Crop Loss Assessment. The Case of Beacon Project., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10829, https://doi.org/10.5194/egusphere-egu21-10829, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Agricultural Insurance (AgI) sector is expanding on a global scale and is projected to grow by €50 B, by 2020. This rapid growth is driven by a set of fundamental structural changes directly affecting the agricultural sector like more frequent and severe extreme weather events, growing global population and intensification of production systems. Insurance solutions are set to grow in importance for agricultural management, given that agriculture will continue to be increasingly dependent on risk financing support. However, the development and provision of insurance services/products in the agricultural sector is generally low as compared to other sectors of the economy, and in their majority, suffer from low market penetration.
In that frame, the BEACON toolbox was born, that aims to provide insurance companies with a robust and cost-efficient set of services that will allow them i) to alleviate the effect of weather uncertainty when estimating risk of AgI products; ii) to reduce the number of on-site visits for claim verification; iii) to reduce operational and administrative costs for monitoring of insured indices and contract handling; and iv) to design more accurate and personalized contracts. Specifically, BEACON scales-up on EO data and Weather Intelligence components, couples them with blockchain, to deliver the required functions for Weather Prediction and Assessment and Smart Contracts and offer the required services:
- Crop Monitoring, which provides contract profiling and crop monitoring data together with yield estimations.
- Damage Assessment Calculator, which supports AgI companies in better assess and calculate damage to proceed with indemnity pay-outs of claims.
- Anti-fraud Inspector, which allows AgI to automatically check the legitimacy of a claim submitted.
- Weather Risk Probability, which provides probabilities maps of extreme weather events that may occur in the upcoming season.
- Damage Prevention/ Prognosis – Early Warning System, which provides extreme weather alerts to AgI providers and their customers.
This work focuses on the Damage Assessment Calculator component. It provides an approach using different types of EO data, implemented in the operational workflow of BEACON that can be used by AgI companies to improve the prediction and crop loss assessment due to drought and hailstorms.
Acknowledgements
This project has received funding from the European Union's Horizon 2020 Research and Innovation programme under grant agreement No 821964 (BEACON).
How to cite: Lekakis, E., Tarquis, A. M., Kotsopoulos, S., Mygdakos, G., Dimitrakos, A., Tsioutsia, I. M., Rivas-Tabares, D., and Simeonidou, P.: Evaluation of Earth Observation Products and Their Potential for Crop Damage and Crop Loss Assessment. The Case of Beacon Project., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10829, https://doi.org/10.5194/egusphere-egu21-10829, 2021.
EGU21-6182 | vPICO presentations | NH1.5
ESA Digital Twin Earth Precursor: Food SystemsChandra Taposeea-Fisher, Alan Whitelaw, Jon Earl, Christopher Cullingworth, Simon Jackman, Michael Obersteiner, Duncan Watson-Parris, Yarin Gal, Nikolay Khabarov, Christian Folberth, Fernando Orduña-Cabrera, James Parr, and Leonard Silverberg
Part of ESA’s Digital Twin Earth Precursor projects, our project focuses on supporting ESA in the definition of the concept of a Digital Twin Earth, and establishing a solid scientific and technical basis to realise this. The project, run by CGI and in close collaboration with Oxford University Innovation, Trillium & IIASA, has a focus on developing a Food Systems Digital Twin, taking on board interdisciplinary systems through the biosphere, atmosphere, and hydrosphere systems. These in turn would allow for new interdisciplinary insights for policies dealing with climate, food production and sustainability. The project is looking at a use case with the prominent use of AI processing, challenges of model integration, ingestion of socio-economic as well as physical measurements, end-to-end chain providing decision support outputs, all with innovation at each stage, and working closely with a series of stakeholders.
The purpose of our use case is to demonstrate the value of the Digital Twin Earth concept to the scientific community, by integrating the outputs of novel algorithms. We will be using selected machine learning extreme precipitation models feeding Global Gridded Crop Models, and after a regional downscaling exercise, the integration into cropland land use and pricing. By taking these steps, the benefits include improvement in routine monitoring with regular seasonal progress, short term policy development including responses to crop shortages due to extremes, and aiding in long term policy development to apply appropriate incentives. The purpose of the architecture and integration within the preparation of the demonstration is to support the use case and draw conclusions for the roadmap. These developments will be based on stakeholder consultations and the drawing together of differing model elements.
This Digital Twin Earth is an exciting project bringing together EO experts, Earth System Scientists, industry, AI experts, modellers, ICT experts and user community. It aims to establish the initial building blocks of an ambitious initiative, and, based on the prototyping activities, to develop a scientific and technology roadmap for the future, addressing current limitations. It ties in closely to both the European Space Agency’s and European Commission’s plan to create a series of interdisciplinary Digital Twin Earths with associated boundary conditions, in order to offer services to public sector users for developing, monitoring and assessing the impact of proposed policy and legislative measures concerning the environment and climate.
How to cite: Taposeea-Fisher, C., Whitelaw, A., Earl, J., Cullingworth, C., Jackman, S., Obersteiner, M., Watson-Parris, D., Gal, Y., Khabarov, N., Folberth, C., Orduña-Cabrera, F., Parr, J., and Silverberg, L.: ESA Digital Twin Earth Precursor: Food Systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6182, https://doi.org/10.5194/egusphere-egu21-6182, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Part of ESA’s Digital Twin Earth Precursor projects, our project focuses on supporting ESA in the definition of the concept of a Digital Twin Earth, and establishing a solid scientific and technical basis to realise this. The project, run by CGI and in close collaboration with Oxford University Innovation, Trillium & IIASA, has a focus on developing a Food Systems Digital Twin, taking on board interdisciplinary systems through the biosphere, atmosphere, and hydrosphere systems. These in turn would allow for new interdisciplinary insights for policies dealing with climate, food production and sustainability. The project is looking at a use case with the prominent use of AI processing, challenges of model integration, ingestion of socio-economic as well as physical measurements, end-to-end chain providing decision support outputs, all with innovation at each stage, and working closely with a series of stakeholders.
The purpose of our use case is to demonstrate the value of the Digital Twin Earth concept to the scientific community, by integrating the outputs of novel algorithms. We will be using selected machine learning extreme precipitation models feeding Global Gridded Crop Models, and after a regional downscaling exercise, the integration into cropland land use and pricing. By taking these steps, the benefits include improvement in routine monitoring with regular seasonal progress, short term policy development including responses to crop shortages due to extremes, and aiding in long term policy development to apply appropriate incentives. The purpose of the architecture and integration within the preparation of the demonstration is to support the use case and draw conclusions for the roadmap. These developments will be based on stakeholder consultations and the drawing together of differing model elements.
This Digital Twin Earth is an exciting project bringing together EO experts, Earth System Scientists, industry, AI experts, modellers, ICT experts and user community. It aims to establish the initial building blocks of an ambitious initiative, and, based on the prototyping activities, to develop a scientific and technology roadmap for the future, addressing current limitations. It ties in closely to both the European Space Agency’s and European Commission’s plan to create a series of interdisciplinary Digital Twin Earths with associated boundary conditions, in order to offer services to public sector users for developing, monitoring and assessing the impact of proposed policy and legislative measures concerning the environment and climate.
How to cite: Taposeea-Fisher, C., Whitelaw, A., Earl, J., Cullingworth, C., Jackman, S., Obersteiner, M., Watson-Parris, D., Gal, Y., Khabarov, N., Folberth, C., Orduña-Cabrera, F., Parr, J., and Silverberg, L.: ESA Digital Twin Earth Precursor: Food Systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6182, https://doi.org/10.5194/egusphere-egu21-6182, 2021.
EGU21-15335 | vPICO presentations | NH1.5
Major weather-related risks to crop performance along the Australian wheat belt for recent past and longer-term historical weather recordsGennady Bracho Mujica, Peter Hayman, Victor Sadras, Bertram Ostendorf, Nicole Ferreira C. R., Issaka Abdulai, and Reimund Rötter
Extreme events, such as drought, heat and/or frost are among the major weather-related causes of yield reduction and crop failure worldwide. Changes in the frequency and intensity of such weather extremes affect the shape and scale of yield distributions. Wheat growers, in Australia, are particularly vulnerable to climate due to its high variability. Risks of both, extremely high or low temperatures and water stress occurring simultaneously or at different crop stages within the growing season (May-October, e.g. frost mid-season, drought during the season and heat towards the end) often lead to yield reductions, or sometimes even to crop failure. In this study, we focused on assessing the frequency and impact of these relevant extreme weather events (i.e. drought, heat and frost) affecting wheat production in Australia. Specifically, we used a widely used and calibrated crop model (APSIM) to simulate wheat grain yield, and determine probability density functions (PDFs) of grain yield and crop failure. Chances of crop failure due to these extreme events are explored for the recent past (1991-2020) and the longer-term historical past (1901-1990). Key adaption strategies to minimise the impacts of these extreme events, and reduce crop failure risk are assessed in this study, including early sowing and cultivar choice. Our findings are in line with recent studies, indicating that drought and heat are major risk factors contributing to reduced yields or crop failure. However, due to the timing, frequency and impacts of frost events on wheat productivity, frost also remains a relevant risk for the wheat industry in Australia.
How to cite: Bracho Mujica, G., Hayman, P., Sadras, V., Ostendorf, B., Ferreira C. R., N., Abdulai, I., and Rötter, R.: Major weather-related risks to crop performance along the Australian wheat belt for recent past and longer-term historical weather records, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15335, https://doi.org/10.5194/egusphere-egu21-15335, 2021.
Extreme events, such as drought, heat and/or frost are among the major weather-related causes of yield reduction and crop failure worldwide. Changes in the frequency and intensity of such weather extremes affect the shape and scale of yield distributions. Wheat growers, in Australia, are particularly vulnerable to climate due to its high variability. Risks of both, extremely high or low temperatures and water stress occurring simultaneously or at different crop stages within the growing season (May-October, e.g. frost mid-season, drought during the season and heat towards the end) often lead to yield reductions, or sometimes even to crop failure. In this study, we focused on assessing the frequency and impact of these relevant extreme weather events (i.e. drought, heat and frost) affecting wheat production in Australia. Specifically, we used a widely used and calibrated crop model (APSIM) to simulate wheat grain yield, and determine probability density functions (PDFs) of grain yield and crop failure. Chances of crop failure due to these extreme events are explored for the recent past (1991-2020) and the longer-term historical past (1901-1990). Key adaption strategies to minimise the impacts of these extreme events, and reduce crop failure risk are assessed in this study, including early sowing and cultivar choice. Our findings are in line with recent studies, indicating that drought and heat are major risk factors contributing to reduced yields or crop failure. However, due to the timing, frequency and impacts of frost events on wheat productivity, frost also remains a relevant risk for the wheat industry in Australia.
How to cite: Bracho Mujica, G., Hayman, P., Sadras, V., Ostendorf, B., Ferreira C. R., N., Abdulai, I., and Rötter, R.: Major weather-related risks to crop performance along the Australian wheat belt for recent past and longer-term historical weather records, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15335, https://doi.org/10.5194/egusphere-egu21-15335, 2021.
EGU21-10120 | vPICO presentations | NH1.5
Applicability of crop models in the context of parametric insurance – a Caribbean case studyBeatrice Monteleone, Luigi Cesarini, Rui Figueiredo, and Mario Martina
Evaluating the impacts of weather events on the agricultural sector is of high importance. Weather has a huge influence on crop performance and agricultural system management, particularly in those countries where agriculture is mainly rainfed. Climate change is expected to further affect farmers’ incomes since the risk of extreme weather events with a relevant impact on crop yields is predicted to increase.
Appropriate strategies to deal with the economic impacts of agriculture need to be developed, to enable farmers to quickly recover after a disaster. In this context, weather-based index insurance (also known as parametric insurance) plays a key role since it allows farmers to receive financial aid soon after a disaster occurs.
This study evaluates the applicability of crop models run with gridded data in the framework of index-based insurance to assess their added value in providing estimations of crop yield in case of drought events.
At first, the cropland area is identified using satellite data on Normalized Difference Vegetation Index (NDVI) and Leaf Area Index (LAI) retrieved from various sources, such as Sentinel and Landsat. Crop Type maps are then produced to identify the location of the different crops grown in a region. Then, weather data coming from stations are exploited to run the AquaCrop crop model and estimate the crop yield for the areas near the weather stations.
Since in many countries weather stations are often missing or do not record continuously, the AquaCrop model is also run with gridded data coming from reanalysis, specifically ERA, which is a product released by the European Centre for Medium Range Weather Forecast and has the advantage to provide daily estimation of multiple weather parameters on a 0.25° grid. In addition, ERA5 has a short latency time (in the order of days) and thus allows a near-real time monitoring of the crop growing season. The AquaCrop outputs obtained when the model is run with the station data are then compared to the ones obtained when the model is run with gridded data. The performance of the two model configurations (weather parameters coming from stations or from ERA5) in estimating yield reductions during drought events, previously identified using the Probabilistic Precipitation Vegetation Index (PPVI), are evaluated.
The framework was applied in the context of the Dominican Republic, a Caribbean country in which 52% of the national territory is devoted to agriculture. The Dominican agricultural industry has as main products cocoa, tobacco, sugarcane, coffee, cotton, rice, beans, potatoes, corn and bananas. Results shows that gridded data can be a valuable tool to provide near-real time estimates of the crop growing season and thus help in forecasting final crop yields in near-real time.
How to cite: Monteleone, B., Cesarini, L., Figueiredo, R., and Martina, M.: Applicability of crop models in the context of parametric insurance – a Caribbean case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10120, https://doi.org/10.5194/egusphere-egu21-10120, 2021.
Evaluating the impacts of weather events on the agricultural sector is of high importance. Weather has a huge influence on crop performance and agricultural system management, particularly in those countries where agriculture is mainly rainfed. Climate change is expected to further affect farmers’ incomes since the risk of extreme weather events with a relevant impact on crop yields is predicted to increase.
Appropriate strategies to deal with the economic impacts of agriculture need to be developed, to enable farmers to quickly recover after a disaster. In this context, weather-based index insurance (also known as parametric insurance) plays a key role since it allows farmers to receive financial aid soon after a disaster occurs.
This study evaluates the applicability of crop models run with gridded data in the framework of index-based insurance to assess their added value in providing estimations of crop yield in case of drought events.
At first, the cropland area is identified using satellite data on Normalized Difference Vegetation Index (NDVI) and Leaf Area Index (LAI) retrieved from various sources, such as Sentinel and Landsat. Crop Type maps are then produced to identify the location of the different crops grown in a region. Then, weather data coming from stations are exploited to run the AquaCrop crop model and estimate the crop yield for the areas near the weather stations.
Since in many countries weather stations are often missing or do not record continuously, the AquaCrop model is also run with gridded data coming from reanalysis, specifically ERA, which is a product released by the European Centre for Medium Range Weather Forecast and has the advantage to provide daily estimation of multiple weather parameters on a 0.25° grid. In addition, ERA5 has a short latency time (in the order of days) and thus allows a near-real time monitoring of the crop growing season. The AquaCrop outputs obtained when the model is run with the station data are then compared to the ones obtained when the model is run with gridded data. The performance of the two model configurations (weather parameters coming from stations or from ERA5) in estimating yield reductions during drought events, previously identified using the Probabilistic Precipitation Vegetation Index (PPVI), are evaluated.
The framework was applied in the context of the Dominican Republic, a Caribbean country in which 52% of the national territory is devoted to agriculture. The Dominican agricultural industry has as main products cocoa, tobacco, sugarcane, coffee, cotton, rice, beans, potatoes, corn and bananas. Results shows that gridded data can be a valuable tool to provide near-real time estimates of the crop growing season and thus help in forecasting final crop yields in near-real time.
How to cite: Monteleone, B., Cesarini, L., Figueiredo, R., and Martina, M.: Applicability of crop models in the context of parametric insurance – a Caribbean case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10120, https://doi.org/10.5194/egusphere-egu21-10120, 2021.
EGU21-10256 | vPICO presentations | NH1.5
Flood impacts on Agriculture: The case study of Nonantola 2020 Flood event.Riccardo Giusti, Beatrice Monteleone, Iolanda Borzì, and Mario Martina
Globally, about a third of all losses related to natural hazards are due to flooding. Many studies focused their attention on the estimation of flood damages to buildings and infrastructures. However, floods cause significant losses to the agricultural sector too and negatively affect rural economies due to their impacts on agricultural productivity.
Several tools to quantify flooding economic impacts on the agricultural sector have been proposed, such as the AGRIDE-c conceptual model, and the Joint Research Centre (JRC) depth-damage functions. However, the tools have rarely been validated against data collected from surveys.
The aim of this study is the comparison between the flood economic impacts on agriculture computes using both AGRIDE-c and the JRC tool and the ones retrieved from surveys.
A questionnaire for estimating flood economic impacts on agriculture was prepared and submitted to farmers shortly after the flooding event. The selected case study area was the town of Nonantola (near the city of Modena, Northern Italy), where a flooding event occurred on 6th December 2020. The flood was caused by the collapse of about 80m levee portion along the right bank of Panaro River resulting in an inundated area around 2000 hectares. The flood involved the Nonantola town where residential buildings and an active industrial area are located, although the dominant land use is agricultural land. The main local crops are represented by forage, wheat, vineyards, fruits (pears and plums) and sugar beet.
The questionnaire is divided into four main sections: The first section is related to the generic information on the farm, the second section to the data on the inundation and damage to crops, the third section to the information on past flood events and risk mitigation strategies eventually adopted during past and present events, the fourth section data to the insurance coverage.
Two existing crop damage models (AGRIDE-c and the JRC) were calibrated using three types of data: crop yields, crop selling prices and crop cost of production. Crop yields were obtained from the Italian National Statistical Institute (ISTAT), crop selling prices and costs of production were instead available from official sources such as ISMEA and Coldiretti (Italian association of farmers).
Finally, the proposed approach will allow the comparison between the damages experienced by farmers evaluated from questionnaires and the damages estimated by the two models in order to evaluate how the models simulate data directly collected from the field surveys.
How to cite: Giusti, R., Monteleone, B., Borzì, I., and Martina, M.: Flood impacts on Agriculture: The case study of Nonantola 2020 Flood event. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10256, https://doi.org/10.5194/egusphere-egu21-10256, 2021.
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Globally, about a third of all losses related to natural hazards are due to flooding. Many studies focused their attention on the estimation of flood damages to buildings and infrastructures. However, floods cause significant losses to the agricultural sector too and negatively affect rural economies due to their impacts on agricultural productivity.
Several tools to quantify flooding economic impacts on the agricultural sector have been proposed, such as the AGRIDE-c conceptual model, and the Joint Research Centre (JRC) depth-damage functions. However, the tools have rarely been validated against data collected from surveys.
The aim of this study is the comparison between the flood economic impacts on agriculture computes using both AGRIDE-c and the JRC tool and the ones retrieved from surveys.
A questionnaire for estimating flood economic impacts on agriculture was prepared and submitted to farmers shortly after the flooding event. The selected case study area was the town of Nonantola (near the city of Modena, Northern Italy), where a flooding event occurred on 6th December 2020. The flood was caused by the collapse of about 80m levee portion along the right bank of Panaro River resulting in an inundated area around 2000 hectares. The flood involved the Nonantola town where residential buildings and an active industrial area are located, although the dominant land use is agricultural land. The main local crops are represented by forage, wheat, vineyards, fruits (pears and plums) and sugar beet.
The questionnaire is divided into four main sections: The first section is related to the generic information on the farm, the second section to the data on the inundation and damage to crops, the third section to the information on past flood events and risk mitigation strategies eventually adopted during past and present events, the fourth section data to the insurance coverage.
Two existing crop damage models (AGRIDE-c and the JRC) were calibrated using three types of data: crop yields, crop selling prices and crop cost of production. Crop yields were obtained from the Italian National Statistical Institute (ISTAT), crop selling prices and costs of production were instead available from official sources such as ISMEA and Coldiretti (Italian association of farmers).
Finally, the proposed approach will allow the comparison between the damages experienced by farmers evaluated from questionnaires and the damages estimated by the two models in order to evaluate how the models simulate data directly collected from the field surveys.
How to cite: Giusti, R., Monteleone, B., Borzì, I., and Martina, M.: Flood impacts on Agriculture: The case study of Nonantola 2020 Flood event. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10256, https://doi.org/10.5194/egusphere-egu21-10256, 2021.
EGU21-13617 | vPICO presentations | NH1.5
Bridging the water demand gap with wastewater irrigationAnne Gobin, Charlotte Boeckaert, Willem Coudron, Tim De Cuypere, Tom De Swaef, Dominique Huits, Peter Lootens, and Sabien Pollet
Water availability and using the available water in a well-considered manner is becoming increasingly more important for farmers. An increase in dry summers (Gobin, 2018) confirms that in the future irrigation will have to take place in a smart manner, particularly in the water demanding horticultural sector. In times of water scarcity, governments may issue a ban on water extraction from natural water bodies. This on-going research investigates to what extent the supply of alternative water sources, such as treated waste water from domestic use or food processing , can be used for irrigation. In addition to the availability, the quality of irrigation water determines its suitability for crop utilisation. Treated domestic waste water may contain pathogens rendering the irrigated crop unfit for fresh consumption, whereas treated waste water from food companies may contain high salt concentrations affecting soil and crop health. The water demand was investigated on wastewater irrigated field trials and on irrigated farmers’ fields. Irrigation trials with various types of treated waste water elucidated the effects of these water sources on the crop yield, crop quality and the long-term impact on the soil quality. Soil moisture sensors were combined with a crop model, satellite images and meteorological information to monitor crop growth and performance of potato, spinach and cauliflower in on-farm conditions. The regional water demand for all irrigated crops was calculated with a water balance model based on actual evapotranspiration (Zamani et al., 2015) and linked to the supply of waste water sources in an online viewer, which makes it possible to promote water coalitions in regions where the water demand is high.
Acknowledgements
The research was funded by the Flemish Agency for Innovation and Entrepreneurship in Belgium under contract agreement HBC.2017.0817.
References
Gobin, A., 2018. Weather related risks in Belgian arable agriculture. Agricultural Systems 159: 225-236. https://doi.org/10.1016/j.agsy.2017.06.009
Zamani, S., Gobin, A., Van de Vyver, H., Gerlo, J., 2015. Atmospheric drought in Belgium - Statistical analysis of precipitation deficit. International Journal of Climatology 36(8): 3056–3071. https://doi.org/10.1002/joc.4536
How to cite: Gobin, A., Boeckaert, C., Coudron, W., De Cuypere, T., De Swaef, T., Huits, D., Lootens, P., and Pollet, S.: Bridging the water demand gap with wastewater irrigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13617, https://doi.org/10.5194/egusphere-egu21-13617, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Water availability and using the available water in a well-considered manner is becoming increasingly more important for farmers. An increase in dry summers (Gobin, 2018) confirms that in the future irrigation will have to take place in a smart manner, particularly in the water demanding horticultural sector. In times of water scarcity, governments may issue a ban on water extraction from natural water bodies. This on-going research investigates to what extent the supply of alternative water sources, such as treated waste water from domestic use or food processing , can be used for irrigation. In addition to the availability, the quality of irrigation water determines its suitability for crop utilisation. Treated domestic waste water may contain pathogens rendering the irrigated crop unfit for fresh consumption, whereas treated waste water from food companies may contain high salt concentrations affecting soil and crop health. The water demand was investigated on wastewater irrigated field trials and on irrigated farmers’ fields. Irrigation trials with various types of treated waste water elucidated the effects of these water sources on the crop yield, crop quality and the long-term impact on the soil quality. Soil moisture sensors were combined with a crop model, satellite images and meteorological information to monitor crop growth and performance of potato, spinach and cauliflower in on-farm conditions. The regional water demand for all irrigated crops was calculated with a water balance model based on actual evapotranspiration (Zamani et al., 2015) and linked to the supply of waste water sources in an online viewer, which makes it possible to promote water coalitions in regions where the water demand is high.
Acknowledgements
The research was funded by the Flemish Agency for Innovation and Entrepreneurship in Belgium under contract agreement HBC.2017.0817.
References
Gobin, A., 2018. Weather related risks in Belgian arable agriculture. Agricultural Systems 159: 225-236. https://doi.org/10.1016/j.agsy.2017.06.009
Zamani, S., Gobin, A., Van de Vyver, H., Gerlo, J., 2015. Atmospheric drought in Belgium - Statistical analysis of precipitation deficit. International Journal of Climatology 36(8): 3056–3071. https://doi.org/10.1002/joc.4536
How to cite: Gobin, A., Boeckaert, C., Coudron, W., De Cuypere, T., De Swaef, T., Huits, D., Lootens, P., and Pollet, S.: Bridging the water demand gap with wastewater irrigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13617, https://doi.org/10.5194/egusphere-egu21-13617, 2021.
EGU21-13547 | vPICO presentations | NH1.5
Agricultural spatial expansion in Ecuador through Intensity AnalysisAndrea Urgilez-Clavijo and Ana M. Tarquis
The expansion of the agricultural frontier is a process that has been affecting natural ecosystems, driving landscape fragmentation, and promoting habitat loss from 1990 in the Ecuadorian Amazon. Characterizing spatial patterns of the expansion of agricultural frontier can provide valuable data to take forward trade-offs in areas with exacerbated expansion rates and habitat loss (Urgilez-Clavijo et al., 2020). The aim of this work is to identify and characterize the spatial patterns of the expansion of the agricultural frontier in Ecuador and provide an alternative to setting the priority areas.
With this purpose, an image analysis approach was applied to identify process patterns using classified images from 1990 to 2020. A statistical analysis of the agricultural expansion dynamics is performed in the Amazon region accumulating the land use information. Complementary to this, we used a soil map to detect a correlation of the process to soil types. Then the Intensity Analysis (IA) was implemented to characterize and visualize the spatio-temporal rates of the expansion process. This method allows identifying areas in which the process is faster and active.
The results show distinct patterns of agricultural expansion in the Amazon region, especially from Andean hill slopes to the primary forest. These processes are in part explained by soil type suitability, transportation network development, and urban expansion. The spatial priorities of the expansion of the agricultural frontier are identified from two sources, i) from intensity analysis graphs and ii) from regional maps. The spatial characteristics and identification of spatial priorities of the expansion of the agricultural frontier will bring valuable information to policymakers to achieve SDG 15th of the 2030 Agenda in Ecuador.
Keywords: expansion of agricultural frontier, Intensity Analysis, priority areas, image analysis, patterns
Reference
Urgilez-Clavijo, A., J. de la Riva, D. Rivas-Tabares and A.M. Tarquis. Linking deforestation patterns to soil types: A multifractal approach. European Journal of Soil Science, https://doi.org/10.1111/ejss.13032
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330
How to cite: Urgilez-Clavijo, A. and Tarquis, A. M.: Agricultural spatial expansion in Ecuador through Intensity Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13547, https://doi.org/10.5194/egusphere-egu21-13547, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The expansion of the agricultural frontier is a process that has been affecting natural ecosystems, driving landscape fragmentation, and promoting habitat loss from 1990 in the Ecuadorian Amazon. Characterizing spatial patterns of the expansion of agricultural frontier can provide valuable data to take forward trade-offs in areas with exacerbated expansion rates and habitat loss (Urgilez-Clavijo et al., 2020). The aim of this work is to identify and characterize the spatial patterns of the expansion of the agricultural frontier in Ecuador and provide an alternative to setting the priority areas.
With this purpose, an image analysis approach was applied to identify process patterns using classified images from 1990 to 2020. A statistical analysis of the agricultural expansion dynamics is performed in the Amazon region accumulating the land use information. Complementary to this, we used a soil map to detect a correlation of the process to soil types. Then the Intensity Analysis (IA) was implemented to characterize and visualize the spatio-temporal rates of the expansion process. This method allows identifying areas in which the process is faster and active.
The results show distinct patterns of agricultural expansion in the Amazon region, especially from Andean hill slopes to the primary forest. These processes are in part explained by soil type suitability, transportation network development, and urban expansion. The spatial priorities of the expansion of the agricultural frontier are identified from two sources, i) from intensity analysis graphs and ii) from regional maps. The spatial characteristics and identification of spatial priorities of the expansion of the agricultural frontier will bring valuable information to policymakers to achieve SDG 15th of the 2030 Agenda in Ecuador.
Keywords: expansion of agricultural frontier, Intensity Analysis, priority areas, image analysis, patterns
Reference
Urgilez-Clavijo, A., J. de la Riva, D. Rivas-Tabares and A.M. Tarquis. Linking deforestation patterns to soil types: A multifractal approach. European Journal of Soil Science, https://doi.org/10.1111/ejss.13032
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330
How to cite: Urgilez-Clavijo, A. and Tarquis, A. M.: Agricultural spatial expansion in Ecuador through Intensity Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13547, https://doi.org/10.5194/egusphere-egu21-13547, 2021.
EGU21-13525 | vPICO presentations | NH1.5
Computing slope length (USLE): return to original definitions.Antonio Saa-Requejo, Pablo Sevilla, Ana María Tarquis, and Anne Gobin
Soil erosion is an important process of consideration in different erosion risk models and in planning soil conservation. Common erosion models, such as the USLE and its derivatives are widely used. In this context, the slope length is the variable with the most difficulties due to the different scales and procedures available that lead to very different results. Furthermore, many of the calculation procedures are based on a hydrological network definition that poses many problems in areas with a complex topography.
We propose an algorithm implemented in GIS, returning to the original field perspective form defined by the USLE and RUSLE, which is detached from the hydrological network definition. The calculation procedure is based on 5 m DEM and defines overland water flow at the field scale.
This method has been applied in three areas with different climate and geomorphology. The results are similar to those derived from aerial photograph observation.
References
Honghu Liu, Jens Kiesel, Georg Hörmann, Nicola Fohrer. (2011). Effects of DEM horizontal resolution and methods on calculating the slope length factor in gently rolling landscapes. Catena, 87, 368–375
Renard, K.G., Foster, G.R., Weesies, G.A., Mc. Cool, D.K y Yoder, D.C. (1997). Predicting Soil Erosion by Water: A Guide To Conservation Planning With The Revised Universal Soil Los Equation. Agricultural Handbook 703. USA: US Department of Agriculture.
Acknowledgements
Authors are grateful to Authors are grateful to Agroseguro funding this research.
How to cite: Saa-Requejo, A., Sevilla, P., Tarquis, A. M., and Gobin, A.: Computing slope length (USLE): return to original definitions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13525, https://doi.org/10.5194/egusphere-egu21-13525, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Soil erosion is an important process of consideration in different erosion risk models and in planning soil conservation. Common erosion models, such as the USLE and its derivatives are widely used. In this context, the slope length is the variable with the most difficulties due to the different scales and procedures available that lead to very different results. Furthermore, many of the calculation procedures are based on a hydrological network definition that poses many problems in areas with a complex topography.
We propose an algorithm implemented in GIS, returning to the original field perspective form defined by the USLE and RUSLE, which is detached from the hydrological network definition. The calculation procedure is based on 5 m DEM and defines overland water flow at the field scale.
This method has been applied in three areas with different climate and geomorphology. The results are similar to those derived from aerial photograph observation.
References
Honghu Liu, Jens Kiesel, Georg Hörmann, Nicola Fohrer. (2011). Effects of DEM horizontal resolution and methods on calculating the slope length factor in gently rolling landscapes. Catena, 87, 368–375
Renard, K.G., Foster, G.R., Weesies, G.A., Mc. Cool, D.K y Yoder, D.C. (1997). Predicting Soil Erosion by Water: A Guide To Conservation Planning With The Revised Universal Soil Los Equation. Agricultural Handbook 703. USA: US Department of Agriculture.
Acknowledgements
Authors are grateful to Authors are grateful to Agroseguro funding this research.
How to cite: Saa-Requejo, A., Sevilla, P., Tarquis, A. M., and Gobin, A.: Computing slope length (USLE): return to original definitions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13525, https://doi.org/10.5194/egusphere-egu21-13525, 2021.
EGU21-203 | vPICO presentations | NH1.5
Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystemGordon Gilja, Neven Kuspilić, Davor Romić, Monika Zovko, and Antonija Harasti
This paper presents the concept of the project “Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem” (Delta Sal). Aim of the project is to develop and implement an advanced system for monitoring, forecasting and reporting the water and soil conditions in the Neretva Delta agroecosystem that is primarily used for agriculture. Selected pilot location is specific due to its biodiversity – water network within the delta consists of surface irrigation and drainage canal network, carst aquifer dominated by the tidal regime while also replenished by the freshwater from the upstream river flow, all of which are used for citrus fruits production while at the same time influencing the water regime of adjacent protected salt marshes ecosystem. Neretva Delta is dominated by the traditional farming methods practiced in the polder systems. Salt water intrusion is present in the entire delta, which is reflecting on the irrigation water quality and subsequently on the agricultural production of citruses that are salt-sensitive horticultural crops. Extensive spatial and temporal monitoring of water quality data through multisensory monitoring stations will be used for development of guidelines for salt stress alleviation in citrus fruits. This paper presents the outline of the project, methodology of analysis and selection of representative agricultural parcels for the research, rationale of farmer’s current decision-making that affects the agricultural landscape pattern and proposed monitoring network. Monitoring is focused on continuous real-time measurements of surface water levels and index water velocity using radars, shallow and deep piezometers for monitoring of ground water levels, rain gauges, multiparameter water quality measurements (dissolved oxygen, water depth, electrical conductivity, total dissolved solids, salinity, pH, oxidation reduction potential, temperature, nitrate and chloride). Data is transmitted in real-time to the cloud-based interface for remote access. Integrated data management will be used in the upcoming project stages for analysis of salt water intrusion on Neretva Delta agricultural production. Final outcome of the project are guidelines for Neretva Delta management with the future outlook in the climate change context, compliant with UNFCCC convention under which this area falls into one of the most vulnerable areas in Croatia.
Acknowledgment:
„This work has been supported in part by the European Regional Development Fund under the project Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem (KK.05.1.1.02.0011)“
How to cite: Gilja, G., Kuspilić, N., Romić, D., Zovko, M., and Harasti, A.: Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-203, https://doi.org/10.5194/egusphere-egu21-203, 2021.
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This paper presents the concept of the project “Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem” (Delta Sal). Aim of the project is to develop and implement an advanced system for monitoring, forecasting and reporting the water and soil conditions in the Neretva Delta agroecosystem that is primarily used for agriculture. Selected pilot location is specific due to its biodiversity – water network within the delta consists of surface irrigation and drainage canal network, carst aquifer dominated by the tidal regime while also replenished by the freshwater from the upstream river flow, all of which are used for citrus fruits production while at the same time influencing the water regime of adjacent protected salt marshes ecosystem. Neretva Delta is dominated by the traditional farming methods practiced in the polder systems. Salt water intrusion is present in the entire delta, which is reflecting on the irrigation water quality and subsequently on the agricultural production of citruses that are salt-sensitive horticultural crops. Extensive spatial and temporal monitoring of water quality data through multisensory monitoring stations will be used for development of guidelines for salt stress alleviation in citrus fruits. This paper presents the outline of the project, methodology of analysis and selection of representative agricultural parcels for the research, rationale of farmer’s current decision-making that affects the agricultural landscape pattern and proposed monitoring network. Monitoring is focused on continuous real-time measurements of surface water levels and index water velocity using radars, shallow and deep piezometers for monitoring of ground water levels, rain gauges, multiparameter water quality measurements (dissolved oxygen, water depth, electrical conductivity, total dissolved solids, salinity, pH, oxidation reduction potential, temperature, nitrate and chloride). Data is transmitted in real-time to the cloud-based interface for remote access. Integrated data management will be used in the upcoming project stages for analysis of salt water intrusion on Neretva Delta agricultural production. Final outcome of the project are guidelines for Neretva Delta management with the future outlook in the climate change context, compliant with UNFCCC convention under which this area falls into one of the most vulnerable areas in Croatia.
Acknowledgment:
„This work has been supported in part by the European Regional Development Fund under the project Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem (KK.05.1.1.02.0011)“
How to cite: Gilja, G., Kuspilić, N., Romić, D., Zovko, M., and Harasti, A.: Advanced monitoring of soil salinization risk in the Neretva Delta agroecosystem, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-203, https://doi.org/10.5194/egusphere-egu21-203, 2021.
EGU21-12993 | vPICO presentations | NH1.5
A hybrid rainfall prediction model for Tunisian agriculture regions based on OSM data, Voronoi spatial analysis and Long Short Term Memory deep learningMohamed Amine Ben Rhaiem, Abderrahmane Ben Hassine, Amine Ouertani, and Imed Riadh Farah
The agriculture sector in Tunisia plays a vital role in the Tunisian economy with 6% of the country's exports earning, 12.6% of GDP and almost one
quarter of the country's labor force. However, Tunisian agriculture is still increasingly exposed to a variety of vulnerabilities and uncertainties including in particular the climate variability such as drought and floods. In fact, Rainfall quantity and its geographic distribution are the main drivers of water productivity and agriculture production and a predominant key factor in the overall agriculture hazard risk management processes. This paper uses the daily open rainfall data from the national observatory of Tunisian agriculture (ONAGRI) to develop an ETL (Extract,Transform and load) tool to automatically spatialize and load the historical data into a big data platform by continuously incrementing the new daily disseminated records. In addition, this paper applies the Voronoi spatial analysis model to estimate rainfall measures for the newly added spatial units using VGI data from OSM world mapping project. Then, based on these spatial estimations, the paper examines the feasibility of applying ARIMA (Auto Regressive Integrated Moving Average) for time series forecasting by comparing it with deep learning methods ANN (Arti cial Neural Network) and LSTM (Long Short Term Memory) in order to predict the rainfall values corresponding to particular agriculture area belonging to a Tunisian region. Our experimental results showed that prediction accuracy increased with LSTM model comparing to the other models for the rainfall time series forecasting embedded now with geographic location.
How to cite: Ben Rhaiem, M. A., Ben Hassine, A., Ouertani, A., and Riadh Farah, I.: A hybrid rainfall prediction model for Tunisian agriculture regions based on OSM data, Voronoi spatial analysis and Long Short Term Memory deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12993, https://doi.org/10.5194/egusphere-egu21-12993, 2021.
The agriculture sector in Tunisia plays a vital role in the Tunisian economy with 6% of the country's exports earning, 12.6% of GDP and almost one
quarter of the country's labor force. However, Tunisian agriculture is still increasingly exposed to a variety of vulnerabilities and uncertainties including in particular the climate variability such as drought and floods. In fact, Rainfall quantity and its geographic distribution are the main drivers of water productivity and agriculture production and a predominant key factor in the overall agriculture hazard risk management processes. This paper uses the daily open rainfall data from the national observatory of Tunisian agriculture (ONAGRI) to develop an ETL (Extract,Transform and load) tool to automatically spatialize and load the historical data into a big data platform by continuously incrementing the new daily disseminated records. In addition, this paper applies the Voronoi spatial analysis model to estimate rainfall measures for the newly added spatial units using VGI data from OSM world mapping project. Then, based on these spatial estimations, the paper examines the feasibility of applying ARIMA (Auto Regressive Integrated Moving Average) for time series forecasting by comparing it with deep learning methods ANN (Arti cial Neural Network) and LSTM (Long Short Term Memory) in order to predict the rainfall values corresponding to particular agriculture area belonging to a Tunisian region. Our experimental results showed that prediction accuracy increased with LSTM model comparing to the other models for the rainfall time series forecasting embedded now with geographic location.
How to cite: Ben Rhaiem, M. A., Ben Hassine, A., Ouertani, A., and Riadh Farah, I.: A hybrid rainfall prediction model for Tunisian agriculture regions based on OSM data, Voronoi spatial analysis and Long Short Term Memory deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12993, https://doi.org/10.5194/egusphere-egu21-12993, 2021.
EGU21-2698 | vPICO presentations | NH1.5
Multifractal analysis of spatial heterogeneity in Spanish arid rangelandsErnesto Sanz Sancho, Antonio Saa-Requejo, Carlos G. Diaz-Ambrona, Margarita Ruiz-Ramos, and Ana M. Tarquis
Rangeland and agricultural landscapes are complex and multifractal based on the interaction of biotic and abiotic factors such as soil, meteorology, and vegetation. The effects of land-uses on these areas modify their characteristics and dynamics. The use of Normalized Difference Vegetation Index (NDVI) and NDVI anomalies (NDVIa) from satellite time series can effectively aid on understanding the differences among rangeland uses and types.
Multifractal detrended fluctuation analysis (MDFA) focuses on measuring variations of the moments of the absolute difference of their values at different scales. This allows us to use different multifractal exponent such as generalized Hurst exponent (H(q)), and the scaling exponent (ζ(q)) to characterize each area.
We collected the time series using satellite data of MODIS (MOD09Q1.006) from 2002 to 2019. One area from southeastern Spain (Murcia province) of 6.25 Km2 were selected. This area comprises 132 pixels with a spatial resolution of 250 x 250 m2 and a temporal resolution of 8 days. This area represents a mix of tree crops rainfed and irrigated, rainfed herbaceous crops, and grazelands with shrubs and/or tree coverage.
MDFA was used on every pixel of the study area and H(q) was plotted and compared. Our results report different exponent behaviours for diverse rangeland type or use. Within the same vegetation type, MDFA can allow us to distinguish among pixels, such as the top central part of our area, where different persistence levels are found for the same land use. Comparing the Hurst exponent (H(2)) of NDVI and NDVIa also suggest a difference of influence on the multifractal character of long-range correlations.
We conclude that MDFA is a good tool to characterize arid rangelands spatial heterogeneity, particularly for rangeland with different vegetation types. It can be used to monitor and manage arid rangeland. It can be useful for policy-makers for short- and long-term solutions.
Acknowledgements: The authors acknowledge the support of Project No. PGC2018-093854-B-I00 of the Ministerio de Ciencia Innovación y Universidades of Spain, “Garantía Juvenil” scholarship from Comunidad de Madrid, and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020EU, DT-SPACE-01-EO-2018-2020.
How to cite: Sanz Sancho, E., Saa-Requejo, A., Diaz-Ambrona, C. G., Ruiz-Ramos, M., and Tarquis, A. M.: Multifractal analysis of spatial heterogeneity in Spanish arid rangelands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2698, https://doi.org/10.5194/egusphere-egu21-2698, 2021.
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Rangeland and agricultural landscapes are complex and multifractal based on the interaction of biotic and abiotic factors such as soil, meteorology, and vegetation. The effects of land-uses on these areas modify their characteristics and dynamics. The use of Normalized Difference Vegetation Index (NDVI) and NDVI anomalies (NDVIa) from satellite time series can effectively aid on understanding the differences among rangeland uses and types.
Multifractal detrended fluctuation analysis (MDFA) focuses on measuring variations of the moments of the absolute difference of their values at different scales. This allows us to use different multifractal exponent such as generalized Hurst exponent (H(q)), and the scaling exponent (ζ(q)) to characterize each area.
We collected the time series using satellite data of MODIS (MOD09Q1.006) from 2002 to 2019. One area from southeastern Spain (Murcia province) of 6.25 Km2 were selected. This area comprises 132 pixels with a spatial resolution of 250 x 250 m2 and a temporal resolution of 8 days. This area represents a mix of tree crops rainfed and irrigated, rainfed herbaceous crops, and grazelands with shrubs and/or tree coverage.
MDFA was used on every pixel of the study area and H(q) was plotted and compared. Our results report different exponent behaviours for diverse rangeland type or use. Within the same vegetation type, MDFA can allow us to distinguish among pixels, such as the top central part of our area, where different persistence levels are found for the same land use. Comparing the Hurst exponent (H(2)) of NDVI and NDVIa also suggest a difference of influence on the multifractal character of long-range correlations.
We conclude that MDFA is a good tool to characterize arid rangelands spatial heterogeneity, particularly for rangeland with different vegetation types. It can be used to monitor and manage arid rangeland. It can be useful for policy-makers for short- and long-term solutions.
Acknowledgements: The authors acknowledge the support of Project No. PGC2018-093854-B-I00 of the Ministerio de Ciencia Innovación y Universidades of Spain, “Garantía Juvenil” scholarship from Comunidad de Madrid, and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020EU, DT-SPACE-01-EO-2018-2020.
How to cite: Sanz Sancho, E., Saa-Requejo, A., Diaz-Ambrona, C. G., Ruiz-Ramos, M., and Tarquis, A. M.: Multifractal analysis of spatial heterogeneity in Spanish arid rangelands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2698, https://doi.org/10.5194/egusphere-egu21-2698, 2021.
EGU21-13498 | vPICO presentations | NH1.5
Joint multifractal approach to characterize nonlinear relationships of climate and cereal growth in semiaridDavid Rivas-Tabares and Ana María Tarquis Alfonso
Rainfed crops as cereals in the semiarid are common and extensive land cover in which climate, soils and atmosphere interact trough nonlinear relationships. Earth Observations coupled to ground monitoring network allow to improve the understanding of these relationships during each cropping season. However, novel analysis is required to understand these relationships in larger periods to improve sustainability and suitability of the productive areas in the semiarid.
The aim of this work is to use a joint multifractal approach using vegetation indices, precipitation, and temperatures to analyze atmosphere-plant nonlinear relationships. For this, time series of 20 cropping seasons were used to characterize these relationships in central Spain. The Generalized Structure Function and the derived Generalized Hurst Exponent analysis were implemented to investigate precipitation, vegetation indices and temperature time series. For this, an exhaustive selection based on land use and a land cover change analysis was performed to detect plots in which cereal crop sequences are dedicated to barley and wheat over the period 2000 to 2020.
As a result, two agro zones were characterized by different multifractal properties. Precipitation series show antipersistent characteristics and fractal properties between zones while original vegetation indices show trending behavior but shifted between analyzed zones. Nonetheless, soils and rainfall events can vary interannual conditions in which the crop is developing. For vegetation indices long-term series the trend is persistent. Even so, the dynamics of vegetation indices also provide more information when annual patterns are extracted from the series, exhibiting fractal properties mainly from rainfall pattern of each zone. Finally, in this case, the joint multifractal analysis served to characterize agro zones using earth observation and climate data for extensive cereals in Central Spain.
Reference
Rivas-Tabares D., Tarquis A.M. (2021) Towards Understanding Complex Interactions of Normalized Difference Vegetation Index Measurements Network and Precipitation Gauges of Cereal Growth System. In: Benito R.M., Cherifi C., Cherifi H., Moro E., Rocha L.M., Sales-Pardo M. (eds) Complex Networks & Their Applications IX. COMPLEX NETWORKS 2020 2020. Studies in Computational Intelligence, vol 943. Springer, Cham. https://doi.org/10.1007/978-3-030-65347-7_51
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330 and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020_EU, DT-SPACE-01-EO-2018-2020.
How to cite: Rivas-Tabares, D. and Tarquis Alfonso, A. M.: Joint multifractal approach to characterize nonlinear relationships of climate and cereal growth in semiarid, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13498, https://doi.org/10.5194/egusphere-egu21-13498, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Rainfed crops as cereals in the semiarid are common and extensive land cover in which climate, soils and atmosphere interact trough nonlinear relationships. Earth Observations coupled to ground monitoring network allow to improve the understanding of these relationships during each cropping season. However, novel analysis is required to understand these relationships in larger periods to improve sustainability and suitability of the productive areas in the semiarid.
The aim of this work is to use a joint multifractal approach using vegetation indices, precipitation, and temperatures to analyze atmosphere-plant nonlinear relationships. For this, time series of 20 cropping seasons were used to characterize these relationships in central Spain. The Generalized Structure Function and the derived Generalized Hurst Exponent analysis were implemented to investigate precipitation, vegetation indices and temperature time series. For this, an exhaustive selection based on land use and a land cover change analysis was performed to detect plots in which cereal crop sequences are dedicated to barley and wheat over the period 2000 to 2020.
As a result, two agro zones were characterized by different multifractal properties. Precipitation series show antipersistent characteristics and fractal properties between zones while original vegetation indices show trending behavior but shifted between analyzed zones. Nonetheless, soils and rainfall events can vary interannual conditions in which the crop is developing. For vegetation indices long-term series the trend is persistent. Even so, the dynamics of vegetation indices also provide more information when annual patterns are extracted from the series, exhibiting fractal properties mainly from rainfall pattern of each zone. Finally, in this case, the joint multifractal analysis served to characterize agro zones using earth observation and climate data for extensive cereals in Central Spain.
Reference
Rivas-Tabares D., Tarquis A.M. (2021) Towards Understanding Complex Interactions of Normalized Difference Vegetation Index Measurements Network and Precipitation Gauges of Cereal Growth System. In: Benito R.M., Cherifi C., Cherifi H., Moro E., Rocha L.M., Sales-Pardo M. (eds) Complex Networks & Their Applications IX. COMPLEX NETWORKS 2020 2020. Studies in Computational Intelligence, vol 943. Springer, Cham. https://doi.org/10.1007/978-3-030-65347-7_51
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330 and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020_EU, DT-SPACE-01-EO-2018-2020.
How to cite: Rivas-Tabares, D. and Tarquis Alfonso, A. M.: Joint multifractal approach to characterize nonlinear relationships of climate and cereal growth in semiarid, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13498, https://doi.org/10.5194/egusphere-egu21-13498, 2021.
EGU21-12723 | vPICO presentations | NH1.5
Revealing climate and vegetation indices interactions through Cross Recurrence TechniquesAndrés Felipe Almeida Ñauñay, Rosa María Benito Zafrilla, Miguel Quemada Sáenz-Badillos, Juan Carlos Losada, and Ana María Tarquis Alfonso
Grasslands are one of the world's major ecosystems groups many of them are now being acknowledged as having a multifunctional role in producing food and rehabilitating croplands, in environmental management and cultural heritage. Multiple studies showed pasture grasslands as a complex agroecological system, depending on multiple variables with a nonlinear dynamic greatly affected by climate fluctuations over time. Remote sensing methods proved to be one of the most effective techniques for monitoring variations over wide areas. In this line, vegetation indices (VIs) demonstrated to be an appropriate indicator of vegetation cover condition. This study aims to perform a method to visualize and quantify the complexity between semiarid grasslands and climate. With this goal, VIs and climate time series are analysed simultaneously with non-linear techniques to reveal the dynamic behaviour of both series over time and their interaction.
A semi-arid grassland area characterized by a Mediterranean climate with a continental character and low precipitation throughout the year were chosen. VIs time series were constructed from MODIS TERRA (MOD09Q1.006) product. Multispectral images composed by 8-days were acquired from 2002 till 2018 and four pixels with a spatial resolution of 250 x 250 m2 were chosen in the selected area. Normalized Difference Vegetation Index (NDVI) and Modified Soil-Adjusted Vegetation Index (MSAVI) were calculated based on these images. Temperature and precipitation series were acquired from a near meteorological station and adapted to 8-day time step.
Cross-Recurrence plots (CRP) and recurrence quantification analysis (RQA) were performed to analyse the climate and vegetation dynamics simultaneously. To achieve this goal, several measures of complexity were computed, such as Determinism (DET), average diagonal length (LT) and entropy (ENT).
Our results showed different CRPs depending on the climate variable and the utilized VIs. Temperature and VIs CRPs showed a periodical pattern, implying the temperature seasonality over time. In contrast, precipitation and VIs CRPs showed more chaotical behaviour, due to the occurrence of extreme events and seasonal shifts. These results are quantified by the DET and ENTR values.
Our results indicate that temperature and precipitation present a dynamical complexity that is revealed in VIs response. Both indices showed different results of complexity measures, implying that MSAVI has a higher complexity than NDVI. This fact is probably due to the addition of a variable soil adjustment factor. Consequently, MSAVI should be considered as a potential alternative to NDVI in semiarid areas.
Reference
Almeida-Ñauñay, A. F., Benito, R. M., Quemada, M., Losada, J. C., & Tarquis, A. M. Complexity of the Vegetation-Climate System Through Data Analysis. In International Conference on Complex Networks and Their Applications. Springer, Cham., 609-619, 2020
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330 and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020_EU, DT-SPACE-01-EO-2018-2020.
How to cite: Almeida Ñauñay, A. F., Benito Zafrilla, R. M., Quemada Sáenz-Badillos, M., Losada, J. C., and Tarquis Alfonso, A. M.: Revealing climate and vegetation indices interactions through Cross Recurrence Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12723, https://doi.org/10.5194/egusphere-egu21-12723, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Grasslands are one of the world's major ecosystems groups many of them are now being acknowledged as having a multifunctional role in producing food and rehabilitating croplands, in environmental management and cultural heritage. Multiple studies showed pasture grasslands as a complex agroecological system, depending on multiple variables with a nonlinear dynamic greatly affected by climate fluctuations over time. Remote sensing methods proved to be one of the most effective techniques for monitoring variations over wide areas. In this line, vegetation indices (VIs) demonstrated to be an appropriate indicator of vegetation cover condition. This study aims to perform a method to visualize and quantify the complexity between semiarid grasslands and climate. With this goal, VIs and climate time series are analysed simultaneously with non-linear techniques to reveal the dynamic behaviour of both series over time and their interaction.
A semi-arid grassland area characterized by a Mediterranean climate with a continental character and low precipitation throughout the year were chosen. VIs time series were constructed from MODIS TERRA (MOD09Q1.006) product. Multispectral images composed by 8-days were acquired from 2002 till 2018 and four pixels with a spatial resolution of 250 x 250 m2 were chosen in the selected area. Normalized Difference Vegetation Index (NDVI) and Modified Soil-Adjusted Vegetation Index (MSAVI) were calculated based on these images. Temperature and precipitation series were acquired from a near meteorological station and adapted to 8-day time step.
Cross-Recurrence plots (CRP) and recurrence quantification analysis (RQA) were performed to analyse the climate and vegetation dynamics simultaneously. To achieve this goal, several measures of complexity were computed, such as Determinism (DET), average diagonal length (LT) and entropy (ENT).
Our results showed different CRPs depending on the climate variable and the utilized VIs. Temperature and VIs CRPs showed a periodical pattern, implying the temperature seasonality over time. In contrast, precipitation and VIs CRPs showed more chaotical behaviour, due to the occurrence of extreme events and seasonal shifts. These results are quantified by the DET and ENTR values.
Our results indicate that temperature and precipitation present a dynamical complexity that is revealed in VIs response. Both indices showed different results of complexity measures, implying that MSAVI has a higher complexity than NDVI. This fact is probably due to the addition of a variable soil adjustment factor. Consequently, MSAVI should be considered as a potential alternative to NDVI in semiarid areas.
Reference
Almeida-Ñauñay, A. F., Benito, R. M., Quemada, M., Losada, J. C., & Tarquis, A. M. Complexity of the Vegetation-Climate System Through Data Analysis. In International Conference on Complex Networks and Their Applications. Springer, Cham., 609-619, 2020
Acknowledgements
The authors acknowledge support from Project No. PGC2018-093854-B-I00 of the Spanish Ministerio de Ciencia Innovación y Universidades of Spain and the funding from the Comunidad de Madrid (Spain), Structural Funds 2014-2020 512 (ERDF and ESF), through project AGRISOST-CM S2018/BAA-4330 and the financial support from Boosting Agricultural Insurance based on Earth Observation data - BEACON project under agreement Nº 821964, funded under H2020_EU, DT-SPACE-01-EO-2018-2020.
How to cite: Almeida Ñauñay, A. F., Benito Zafrilla, R. M., Quemada Sáenz-Badillos, M., Losada, J. C., and Tarquis Alfonso, A. M.: Revealing climate and vegetation indices interactions through Cross Recurrence Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12723, https://doi.org/10.5194/egusphere-egu21-12723, 2021.
EGU21-16527 | vPICO presentations | NH1.5
Analysis of time series recurrence and cross recurrence in the relationship of climate with Coffee Leaf RustAna M. Tarquis, Emmanuel Lasso, Juan Carlos Corrales, and Elias de Melo
Agroindustry in South and Central America is positioned as a traditional production sector, where exists a need for integration of processes for the implementation of contingency measures in a timely manner against events that create a risk for crops. Diseases affecting agricultural sectors are often closely related to weather conditions and crop management. In particular, for the coffee production, the Coffee Leaf Rust (CLR) is a disease that affects quality and production costs for farmers greatly.
Detecting the patterns that affect the disease can lead to early actions that lessen its impact. In this sense, some researchers in the sector have focused their efforts on determining over time the relationships between weather conditions and agronomic properties of crops with episodes of epidemics of diseases as coffee rust.
Different natural processes, such as the climate, can have different and recurrent behaviors in time. Despite its periodicity, climate change has impacted on recurring events, both in their temporality and intensity. Thus, climate variables have properties of dynamic deterministic or nonlinear systems. The recurrence analysis of states in these systems is one of the solutions to carry out a study of their behavior in the time-domain. Eckmann et al. proposed the Recurrence Plots (RP) for the visualization of state recurrence, allowing to see the space phase trajectories in a bidimensional representation. This analysis, initially applied to a single time series and its recurrence with itself, can also be extended to compare two time series by Cross Recurrence Plots (CRP) and find the recurrence between them. Moreover, the elements of PR and CRP can be quantified, obtaining direct elements of comparison between series or pairs of time series.
The aim of this analysis was to find the times and conditions in which the time series of the climatic variables present events related to anomalies or extreme values in the CLRI time series. In addition, the recurrence analysis allows to know the time delay for which each climatic variable affects the disease.
References
J. Avelino et al., «The coffee rust crises in Colombia and Central America (2008–2013): impacts, plausible causes and proposed solutions», Food Secur., 7(2), 303-321, 2015.
J. M. Waller, M. Bigger, y R. J. Hillocks, Coffee pests, diseases and their management. CABI, 2007.
A. C. Kushalappa y A. B. Eskes, «Advances in coffee rust research», Annu. Rev. Phytopathol., 27(1), 503–531, 1989.
E. Lasso, D. C. Corrales, J. Avelino, E. de Melo Virginio Filho, y J. C. Corrales, «Discovering weather periods and crop properties favorable for coffee rust incidence from feature selection approaches», Comput. Electron. Agric., 176, 105640, 2020.
J. P. Eckmann, S. O. Kamphorst, y D. Ruelle, «Recurrence plots of dynamical systems», World Sci. Ser. Nonlinear Sci. Ser. A, 16, 441–446, 1995.
Acknowledgements
Technical support of Telematics Engineering Group (GIT) of the University of Cauca, the Tropical Agricultural Research and Higher Education Center (CATIE) and the InnovAccion Cauca project of the Colombian Science, Technology, and Innovation Fund (SGR- CTI) for PhD scholarship granted to MSc. Lasso is acknowledge. Financial support by Fundación Premio Arce (ETSIAAB, UPM) financial support under contract FPA18PPMAT08 is greatly appreciated.
How to cite: Tarquis, A. M., Lasso, E., Corrales, J. C., and de Melo, E.: Analysis of time series recurrence and cross recurrence in the relationship of climate with Coffee Leaf Rust, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16527, https://doi.org/10.5194/egusphere-egu21-16527, 2021.
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Agroindustry in South and Central America is positioned as a traditional production sector, where exists a need for integration of processes for the implementation of contingency measures in a timely manner against events that create a risk for crops. Diseases affecting agricultural sectors are often closely related to weather conditions and crop management. In particular, for the coffee production, the Coffee Leaf Rust (CLR) is a disease that affects quality and production costs for farmers greatly.
Detecting the patterns that affect the disease can lead to early actions that lessen its impact. In this sense, some researchers in the sector have focused their efforts on determining over time the relationships between weather conditions and agronomic properties of crops with episodes of epidemics of diseases as coffee rust.
Different natural processes, such as the climate, can have different and recurrent behaviors in time. Despite its periodicity, climate change has impacted on recurring events, both in their temporality and intensity. Thus, climate variables have properties of dynamic deterministic or nonlinear systems. The recurrence analysis of states in these systems is one of the solutions to carry out a study of their behavior in the time-domain. Eckmann et al. proposed the Recurrence Plots (RP) for the visualization of state recurrence, allowing to see the space phase trajectories in a bidimensional representation. This analysis, initially applied to a single time series and its recurrence with itself, can also be extended to compare two time series by Cross Recurrence Plots (CRP) and find the recurrence between them. Moreover, the elements of PR and CRP can be quantified, obtaining direct elements of comparison between series or pairs of time series.
The aim of this analysis was to find the times and conditions in which the time series of the climatic variables present events related to anomalies or extreme values in the CLRI time series. In addition, the recurrence analysis allows to know the time delay for which each climatic variable affects the disease.
References
J. Avelino et al., «The coffee rust crises in Colombia and Central America (2008–2013): impacts, plausible causes and proposed solutions», Food Secur., 7(2), 303-321, 2015.
J. M. Waller, M. Bigger, y R. J. Hillocks, Coffee pests, diseases and their management. CABI, 2007.
A. C. Kushalappa y A. B. Eskes, «Advances in coffee rust research», Annu. Rev. Phytopathol., 27(1), 503–531, 1989.
E. Lasso, D. C. Corrales, J. Avelino, E. de Melo Virginio Filho, y J. C. Corrales, «Discovering weather periods and crop properties favorable for coffee rust incidence from feature selection approaches», Comput. Electron. Agric., 176, 105640, 2020.
J. P. Eckmann, S. O. Kamphorst, y D. Ruelle, «Recurrence plots of dynamical systems», World Sci. Ser. Nonlinear Sci. Ser. A, 16, 441–446, 1995.
Acknowledgements
Technical support of Telematics Engineering Group (GIT) of the University of Cauca, the Tropical Agricultural Research and Higher Education Center (CATIE) and the InnovAccion Cauca project of the Colombian Science, Technology, and Innovation Fund (SGR- CTI) for PhD scholarship granted to MSc. Lasso is acknowledge. Financial support by Fundación Premio Arce (ETSIAAB, UPM) financial support under contract FPA18PPMAT08 is greatly appreciated.
How to cite: Tarquis, A. M., Lasso, E., Corrales, J. C., and de Melo, E.: Analysis of time series recurrence and cross recurrence in the relationship of climate with Coffee Leaf Rust, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16527, https://doi.org/10.5194/egusphere-egu21-16527, 2021.
NH1.6 – Atmospheric Electricity, Thunderstorms, Lightning and their effects
EGU21-51 | vPICO presentations | NH1.6
Ground-level atmospheric electricity of mid-latitude Nimbostratus and Stratus cloud at Swider station, PolandAnna Odzimek, Piotr Baranski, Marek Kubicki, Jerzy Berlinski, and Danuta Jasinkiewicz
We present main results of our analysis of the ground-level atmospheric electricity under Nimbostratus and Stratus clouds at mid-latitude Geophysical Observatory in Swider. Atmospheric electricity data from the Geophysical Observatory in Swider was analysed according to the calculation scheme allowing to obtain the main components of the current density in such conditions, i.e. conduction current density and precipitation or convection current, based on the basic measured parameters: electric field, Maxwell current density and total air conductivity. The atmospheric electric field and conduction current is more likely downward under Stratus cloud as is the precipitation or convection current. The electric field under Nimbostratus during snow at the ground is downward and during rain is upward and sometimes also upward precipitation current occurs during heavier rain. Mean values of electric field, conductivity, conduction and precipitation current have been obtained and an average mean current budget was calculated. Another analysis concerns the dependence of precipitation current density on the electric field at the Earth's surface in the conditions of Nimbostratus with continuous, stable precipitation, in historical cases reported as linear. The dependence of the linear regression coefficients on the value of electrical conductivity of the air was particularly investigated from the angle of the theoretical results of the work of Ette and Oladiran (1980).
How to cite: Odzimek, A., Baranski, P., Kubicki, M., Berlinski, J., and Jasinkiewicz, D.: Ground-level atmospheric electricity of mid-latitude Nimbostratus and Stratus cloud at Swider station, Poland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-51, https://doi.org/10.5194/egusphere-egu21-51, 2021.
We present main results of our analysis of the ground-level atmospheric electricity under Nimbostratus and Stratus clouds at mid-latitude Geophysical Observatory in Swider. Atmospheric electricity data from the Geophysical Observatory in Swider was analysed according to the calculation scheme allowing to obtain the main components of the current density in such conditions, i.e. conduction current density and precipitation or convection current, based on the basic measured parameters: electric field, Maxwell current density and total air conductivity. The atmospheric electric field and conduction current is more likely downward under Stratus cloud as is the precipitation or convection current. The electric field under Nimbostratus during snow at the ground is downward and during rain is upward and sometimes also upward precipitation current occurs during heavier rain. Mean values of electric field, conductivity, conduction and precipitation current have been obtained and an average mean current budget was calculated. Another analysis concerns the dependence of precipitation current density on the electric field at the Earth's surface in the conditions of Nimbostratus with continuous, stable precipitation, in historical cases reported as linear. The dependence of the linear regression coefficients on the value of electrical conductivity of the air was particularly investigated from the angle of the theoretical results of the work of Ette and Oladiran (1980).
How to cite: Odzimek, A., Baranski, P., Kubicki, M., Berlinski, J., and Jasinkiewicz, D.: Ground-level atmospheric electricity of mid-latitude Nimbostratus and Stratus cloud at Swider station, Poland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-51, https://doi.org/10.5194/egusphere-egu21-51, 2021.
EGU21-5761 | vPICO presentations | NH1.6
Investigating the long-term variation of atmospheric electric potential gradient at Nagycenk, Hungary, Central EuropeAttila Buzas, Veronika Barta, József Bór, and Tamás Horváth
The atmospheric electric potential gradient (PG, the reverse of the atmospheric vertical electric field) is commonly measured near the ground. The PG plays a pivotal role in studying the global electric circuit (GEC) which comprises all large scale quasi-static electrical processes occurring in between the Earth's surface and the lower ionosphere [1]. Therefore, long-term, coherent PG measurements are of high importance in atmospheric electricity research. Nevertheless, it is a challenging task to use PG as a reliable diagnostic tool for investigating global changes in Earth’s electromagnetic environment because of its high variability.
There are few PG datasets around the globe which are long enough and have been recorded continuously for decades. One of the datasets that fulfil these requirements has been recorded in the Széchenyi István Geophysical Observatory, Nagycenk, Hungary, Central Europe (NCK, 47°38’ N, 16°43’ E). A necessary correction of the recorded PG time series due to the time-dependent shielding effect of nearby trees at NCK was introduced earlier [2,3]. In this study, the corrected long-term (1962-2009) variation of PG at NCK is exhibited and discussed.
In the present study, the behaviour of annual minima, maxima, means, and summer and winter means of the PG at NCK are investigated. As these PG time-series exhibited quite different characteristics, the joint analysis of these data is required. The long-term variation of these PG time series can be divided into three periods: the first period (1962-1985) is characterized by a rather steep increase and is mostly driven by the wintertime data. The increase continues with a moderate magnitude and less significantly in the second period (1986-1997) where summertime data dominate the change, whereas there is a pronounced reduction of the PG in the third period (1997-2009) with almost equal magnitude in both the winter- and summertime records. These observed trends are confirmed by independent PG observations made at other measuring sites (e.g., the Swider Observatory, Poland).
The PG at NCK is generally greater in winter than in summer, which is a well-known phenomenon at northern hemisphere continental stations [4]. The annual minima, however, do not comply with this trend in every year. The month with the lowest average PG is in late spring (May) in most years of the examined epoch at NCK but minimum values occur in autumn and winter months as well.
References:
[1] Rycroft, M. J., Israelsson, S., and Price, C.: The global atmospheric electric circuit, solar activity and climate change, J. Atmos. Sol-Terr. Phy., 62, 1563–1576, 2000.
[2] Buzás, A., Barta, V., Steinbach, P., and Bór, J.: Impact of local environmental conditions on atmospheric electrical potential gradient measurements, Geophysical Research Abstracts, 19, EGU2017-1193-1, 2017.
[3] Buzás, A., Horváth, T., Barta, V., and Bór, J.: Revisiting the decreasing trend of atmospheric electrical potential gradient measured in Central Europe at Nagycenk, Hungary, Geophysical Research Abstracts, 20, EGU2018-6723, 2018.
[4] Chalmers, J. A.: Atmospheric Electricity, second edition, Pergamon Press, London, pp. 168-169 1967.
How to cite: Buzas, A., Barta, V., Bór, J., and Horváth, T.: Investigating the long-term variation of atmospheric electric potential gradient at Nagycenk, Hungary, Central Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5761, https://doi.org/10.5194/egusphere-egu21-5761, 2021.
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The atmospheric electric potential gradient (PG, the reverse of the atmospheric vertical electric field) is commonly measured near the ground. The PG plays a pivotal role in studying the global electric circuit (GEC) which comprises all large scale quasi-static electrical processes occurring in between the Earth's surface and the lower ionosphere [1]. Therefore, long-term, coherent PG measurements are of high importance in atmospheric electricity research. Nevertheless, it is a challenging task to use PG as a reliable diagnostic tool for investigating global changes in Earth’s electromagnetic environment because of its high variability.
There are few PG datasets around the globe which are long enough and have been recorded continuously for decades. One of the datasets that fulfil these requirements has been recorded in the Széchenyi István Geophysical Observatory, Nagycenk, Hungary, Central Europe (NCK, 47°38’ N, 16°43’ E). A necessary correction of the recorded PG time series due to the time-dependent shielding effect of nearby trees at NCK was introduced earlier [2,3]. In this study, the corrected long-term (1962-2009) variation of PG at NCK is exhibited and discussed.
In the present study, the behaviour of annual minima, maxima, means, and summer and winter means of the PG at NCK are investigated. As these PG time-series exhibited quite different characteristics, the joint analysis of these data is required. The long-term variation of these PG time series can be divided into three periods: the first period (1962-1985) is characterized by a rather steep increase and is mostly driven by the wintertime data. The increase continues with a moderate magnitude and less significantly in the second period (1986-1997) where summertime data dominate the change, whereas there is a pronounced reduction of the PG in the third period (1997-2009) with almost equal magnitude in both the winter- and summertime records. These observed trends are confirmed by independent PG observations made at other measuring sites (e.g., the Swider Observatory, Poland).
The PG at NCK is generally greater in winter than in summer, which is a well-known phenomenon at northern hemisphere continental stations [4]. The annual minima, however, do not comply with this trend in every year. The month with the lowest average PG is in late spring (May) in most years of the examined epoch at NCK but minimum values occur in autumn and winter months as well.
References:
[1] Rycroft, M. J., Israelsson, S., and Price, C.: The global atmospheric electric circuit, solar activity and climate change, J. Atmos. Sol-Terr. Phy., 62, 1563–1576, 2000.
[2] Buzás, A., Barta, V., Steinbach, P., and Bór, J.: Impact of local environmental conditions on atmospheric electrical potential gradient measurements, Geophysical Research Abstracts, 19, EGU2017-1193-1, 2017.
[3] Buzás, A., Horváth, T., Barta, V., and Bór, J.: Revisiting the decreasing trend of atmospheric electrical potential gradient measured in Central Europe at Nagycenk, Hungary, Geophysical Research Abstracts, 20, EGU2018-6723, 2018.
[4] Chalmers, J. A.: Atmospheric Electricity, second edition, Pergamon Press, London, pp. 168-169 1967.
How to cite: Buzas, A., Barta, V., Bór, J., and Horváth, T.: Investigating the long-term variation of atmospheric electric potential gradient at Nagycenk, Hungary, Central Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5761, https://doi.org/10.5194/egusphere-egu21-5761, 2021.
EGU21-4556 | vPICO presentations | NH1.6
Deploying vertical wires with drones to study wind turbine electrification under fair weatherPol Fontanes Molina, Marcelo Arcanjo, Joan Montanyà Puig, and Carmen Guerra-Garcia
The response of tall structures such as towers to the electrical atmosphere is well known, but much has to be learned about how the rotation of wind turbine blades affects the electrical response of wind turbines. To better understand current induction and the appearance of point/corona discharge from wind turbine blades, a series of experiments lifting vertical wires with drones under fair weather conditions have been conducted. During the experiments, the length of the wire (vertical) and its vertical velocity were recorded using the drone’s telemetry. Additionally, the wire was grounded through a pico-ammeter to measure current induction and a corona discharge detector, based on a wideband current measurement coil, was placed close to the tip of the lifting wire to detect possible point/corona discharge appearance at the wire tip.
Preliminary tests included testing the sensor in the laboratory by measuring artificially generated corona pulses, to verify that pulses from this sensor registered on the field could be attributed to point/corona discharge phenomena. Measured amplitude for this induced current was on the order of hundreds of nano-amps.
For these experiments, an insulated copper wire with 0.14Ω/m resistance and with the top tip exposed to the environment was deployed using two different tips, a rounded tip of 1mm radius and a sharp needle tip of 0.1mm radius. The electric field at the ground level was measured using an electric field mill. All flights were performed during the morning and the ground electric field amplitude ranged from 50V/m to 200V/m.
When using rounded tips, corona discharge was not detected by the coil, but an induced current proportional to the vertical speed of the wire was measured. This component of the current is interpreted as a change of potential in time, and the amplitude of these induced currents is on the order of tens of nano-amps.
Results when using the sharp tip showed two clear sources of induced currents on the wire, vertical speed (as in the rounded case) and corona discharge. When using the sharp tip, corona discharge was detected when the wire reached around 50 m and induced current amplitude increased with altitude. A pulsating current was measured by the coil sensor indicating the existence of corona discharge on the wire.
The rate of decrease of the measured currents after reaching steady positions of the wires might be attributed to the screening effect of the released charge.
These experiments proved that key factors for the current induction on wind turbine blades include the change in height at a certain speed, along with the occurrence of point/corona discharges with the radius of curvature of the blade tips. Under the effects of electrified thunderclouds, the magnitudes of the currents could reach several orders of magnitude.
How to cite: Fontanes Molina, P., Arcanjo, M., Montanyà Puig, J., and Guerra-Garcia, C.: Deploying vertical wires with drones to study wind turbine electrification under fair weather, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4556, https://doi.org/10.5194/egusphere-egu21-4556, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The response of tall structures such as towers to the electrical atmosphere is well known, but much has to be learned about how the rotation of wind turbine blades affects the electrical response of wind turbines. To better understand current induction and the appearance of point/corona discharge from wind turbine blades, a series of experiments lifting vertical wires with drones under fair weather conditions have been conducted. During the experiments, the length of the wire (vertical) and its vertical velocity were recorded using the drone’s telemetry. Additionally, the wire was grounded through a pico-ammeter to measure current induction and a corona discharge detector, based on a wideband current measurement coil, was placed close to the tip of the lifting wire to detect possible point/corona discharge appearance at the wire tip.
Preliminary tests included testing the sensor in the laboratory by measuring artificially generated corona pulses, to verify that pulses from this sensor registered on the field could be attributed to point/corona discharge phenomena. Measured amplitude for this induced current was on the order of hundreds of nano-amps.
For these experiments, an insulated copper wire with 0.14Ω/m resistance and with the top tip exposed to the environment was deployed using two different tips, a rounded tip of 1mm radius and a sharp needle tip of 0.1mm radius. The electric field at the ground level was measured using an electric field mill. All flights were performed during the morning and the ground electric field amplitude ranged from 50V/m to 200V/m.
When using rounded tips, corona discharge was not detected by the coil, but an induced current proportional to the vertical speed of the wire was measured. This component of the current is interpreted as a change of potential in time, and the amplitude of these induced currents is on the order of tens of nano-amps.
Results when using the sharp tip showed two clear sources of induced currents on the wire, vertical speed (as in the rounded case) and corona discharge. When using the sharp tip, corona discharge was detected when the wire reached around 50 m and induced current amplitude increased with altitude. A pulsating current was measured by the coil sensor indicating the existence of corona discharge on the wire.
The rate of decrease of the measured currents after reaching steady positions of the wires might be attributed to the screening effect of the released charge.
These experiments proved that key factors for the current induction on wind turbine blades include the change in height at a certain speed, along with the occurrence of point/corona discharges with the radius of curvature of the blade tips. Under the effects of electrified thunderclouds, the magnitudes of the currents could reach several orders of magnitude.
How to cite: Fontanes Molina, P., Arcanjo, M., Montanyà Puig, J., and Guerra-Garcia, C.: Deploying vertical wires with drones to study wind turbine electrification under fair weather, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4556, https://doi.org/10.5194/egusphere-egu21-4556, 2021.
EGU21-1243 | vPICO presentations | NH1.6
Variability of the atmospheric electric field in the South Atlantic marine boundary layer from the SAIL campaignSusana Barbosa, Mauricio Camilo, Carlos Almeida, Guilherme Amaral, Nuno Dias, António Ferreira, and Eduardo Silva
The marine boundary layer offers a unique opportunity to investigate the electrical properties of the atmosphere, as the effect of natural radioactivity in driving near surface ionization is significantly reduced over the ocean, and the concentration of aerosols is also typically lower than over land. This work addresses the temporal variability of the atmospheric electric field in the South Atlantic marine boundary layer based on measurements from the SAIL (Space-Atmosphere-Ocean Interactions in the marine boundary Layer) project. The SAIL monitoring campaign took place on board the Portuguese navy tall ship NRP Sagres during its circumnavigation expedition in 2020. Two identical field mills (CS110, Campbell Scientific) were installed on the same mast but at different heights (about 5 and 22 meters), recording the atmospheric electric field every 1-second. Hourly averages of the atmospheric electric field are analyzed for the ship’s leg from 3rd to 25th March, between Buenos Aires (South America) and Cape Town (South Africa). The median daily curve of the electric field has a shape compatible with the Carnegie curve, but significant variability is found in the daily pattern of individual days, with only about 30% of the days exhibiting a diurnal pattern consistent with the Carnegie curve.
How to cite: Barbosa, S., Camilo, M., Almeida, C., Amaral, G., Dias, N., Ferreira, A., and Silva, E.: Variability of the atmospheric electric field in the South Atlantic marine boundary layer from the SAIL campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1243, https://doi.org/10.5194/egusphere-egu21-1243, 2021.
The marine boundary layer offers a unique opportunity to investigate the electrical properties of the atmosphere, as the effect of natural radioactivity in driving near surface ionization is significantly reduced over the ocean, and the concentration of aerosols is also typically lower than over land. This work addresses the temporal variability of the atmospheric electric field in the South Atlantic marine boundary layer based on measurements from the SAIL (Space-Atmosphere-Ocean Interactions in the marine boundary Layer) project. The SAIL monitoring campaign took place on board the Portuguese navy tall ship NRP Sagres during its circumnavigation expedition in 2020. Two identical field mills (CS110, Campbell Scientific) were installed on the same mast but at different heights (about 5 and 22 meters), recording the atmospheric electric field every 1-second. Hourly averages of the atmospheric electric field are analyzed for the ship’s leg from 3rd to 25th March, between Buenos Aires (South America) and Cape Town (South Africa). The median daily curve of the electric field has a shape compatible with the Carnegie curve, but significant variability is found in the daily pattern of individual days, with only about 30% of the days exhibiting a diurnal pattern consistent with the Carnegie curve.
How to cite: Barbosa, S., Camilo, M., Almeida, C., Amaral, G., Dias, N., Ferreira, A., and Silva, E.: Variability of the atmospheric electric field in the South Atlantic marine boundary layer from the SAIL campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1243, https://doi.org/10.5194/egusphere-egu21-1243, 2021.
EGU21-8930 | vPICO presentations | NH1.6 | Highlight
Changes on atmospheric electric field and PM 2.5 during the COVID-19 measures at Xanthi on 2020 compared to the 2019 measurements and depending on the circulation weather typesAthanasios Karagioras, Andrei Nita, and Iasonas Stavroulas
We present here the results of a study on the changes of PM 2.5 and atmospheric electric field (Potential Gradient, PG) during COVID-19 measures implemented at Xanthi in comparison with the 2019 measurements according to 10 classes of circulation weather types (CWT). There are two study periods. The first period was from February to May of both 2019 (no lockdown measures were implemented) and 2020 (under lockdown), and the second period was from September to December of both 2019 (no lockdown) and 2020 (lockdown). For both study periods of 2020, Xanthi was subjected to additional measures, such as curfew. Specifically, from 01/04/2020 to 27/04/2020 from 20:00 to 08:00 and from 13/11/2020 to 31/12/2020 from 21:00 to 05:00. These periods were selected according the two lockdown periods of 2020 at Xanthi and the same periods were selected for the previous year. PM 2.5 was measured in two different locations, one in the city center of Xanthi and the other is located at a semirural location approximately 2 kilometers from the city center, where also PG was measured. We present results in comparison with mean PM 2.5 and mean PG per circulation weather type on no lockdown and lockdown periods of 2019 and 2020 respectively, at Xanthi. There were changes on mean PM 2.5 and mean PG per circulation weather type between the two years. A moderate decrease of PM 2.5 per CWT between the two periods of lockdown on 2020 due to COVID-19 measures and the same periods for 2019 is observed when there was neither lockdown nor curfew. Fluctuations and a variability on mean PG per CWT are also observed between the two years. We acknowledge support of this work by the project “PANhellenic infrastructure for Atmospheric Composition and climatE change” (MIS 5021516) which is implemented under the Action “Reinforcement of the Research and Innovation Infrastructure”, funded by the Operational Programme "Competitiveness, Entrepreneurship and Innovation" (NSRF 2014-2020) and co-financed by Greece and the European Union (European Regional Development Fund).
How to cite: Karagioras, A., Nita, A., and Stavroulas, I.: Changes on atmospheric electric field and PM 2.5 during the COVID-19 measures at Xanthi on 2020 compared to the 2019 measurements and depending on the circulation weather types, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8930, https://doi.org/10.5194/egusphere-egu21-8930, 2021.
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We present here the results of a study on the changes of PM 2.5 and atmospheric electric field (Potential Gradient, PG) during COVID-19 measures implemented at Xanthi in comparison with the 2019 measurements according to 10 classes of circulation weather types (CWT). There are two study periods. The first period was from February to May of both 2019 (no lockdown measures were implemented) and 2020 (under lockdown), and the second period was from September to December of both 2019 (no lockdown) and 2020 (lockdown). For both study periods of 2020, Xanthi was subjected to additional measures, such as curfew. Specifically, from 01/04/2020 to 27/04/2020 from 20:00 to 08:00 and from 13/11/2020 to 31/12/2020 from 21:00 to 05:00. These periods were selected according the two lockdown periods of 2020 at Xanthi and the same periods were selected for the previous year. PM 2.5 was measured in two different locations, one in the city center of Xanthi and the other is located at a semirural location approximately 2 kilometers from the city center, where also PG was measured. We present results in comparison with mean PM 2.5 and mean PG per circulation weather type on no lockdown and lockdown periods of 2019 and 2020 respectively, at Xanthi. There were changes on mean PM 2.5 and mean PG per circulation weather type between the two years. A moderate decrease of PM 2.5 per CWT between the two periods of lockdown on 2020 due to COVID-19 measures and the same periods for 2019 is observed when there was neither lockdown nor curfew. Fluctuations and a variability on mean PG per CWT are also observed between the two years. We acknowledge support of this work by the project “PANhellenic infrastructure for Atmospheric Composition and climatE change” (MIS 5021516) which is implemented under the Action “Reinforcement of the Research and Innovation Infrastructure”, funded by the Operational Programme "Competitiveness, Entrepreneurship and Innovation" (NSRF 2014-2020) and co-financed by Greece and the European Union (European Regional Development Fund).
How to cite: Karagioras, A., Nita, A., and Stavroulas, I.: Changes on atmospheric electric field and PM 2.5 during the COVID-19 measures at Xanthi on 2020 compared to the 2019 measurements and depending on the circulation weather types, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8930, https://doi.org/10.5194/egusphere-egu21-8930, 2021.
EGU21-7250 | vPICO presentations | NH1.6
Impact sporadic sources of disturbances on the atmospheric electric field оn Tien- ShanValentina Antonova, Sergey Kryukov, Vadim Lutsenko, and Andrey Malimbayev
Results of the study of the impact of sporadic sources of disturbances on the state of the atmospheric electric field at the high-mountain Tien Shan station (3340 m above sea level, 20 km from Almaty) are presented. The absence of unitary variation (Carnegie curve) is the characteristic feature of diurnal changes in the atmospheric electric field under good weather conditions.
The most geoeffective sporadic sources of disturbances in the near-Earth space and the Earth's atmosphere are giant coronal mass ejections (CME), accompanied by Forbush effects in the intensity of galactic cosmic rays and by geomagnetic storms. Our studies were carried out taking into account the peculiarities of CME manifestations in the atmosphere and magnetosphere of the Earth. It was found that large magnetic storms affect the average level of the atmospheric electric field (increasing or decreasing it due to a change in the rigidity of the geomagnetic cutoff Rc), and also cause its fluctuations in the minute range (10-3 ÷ 10-2) Hz. A significant decrease in the atmospheric electric field after CME is due to large Forbush effects during weak geomagnetic disturbances.
Anomalous changes in the atmospheric electric field on the eve and during earthquakes were recorded, which are unambiguously associated with the activation of seismic processes. Since the city of Almaty is surrounded by a number of potential sources of strong earthquakes, the problem of their prediction is actual for the city and its environs.
How to cite: Antonova, V., Kryukov, S., Lutsenko, V., and Malimbayev, A.: Impact sporadic sources of disturbances on the atmospheric electric field оn Tien- Shan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7250, https://doi.org/10.5194/egusphere-egu21-7250, 2021.
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Results of the study of the impact of sporadic sources of disturbances on the state of the atmospheric electric field at the high-mountain Tien Shan station (3340 m above sea level, 20 km from Almaty) are presented. The absence of unitary variation (Carnegie curve) is the characteristic feature of diurnal changes in the atmospheric electric field under good weather conditions.
The most geoeffective sporadic sources of disturbances in the near-Earth space and the Earth's atmosphere are giant coronal mass ejections (CME), accompanied by Forbush effects in the intensity of galactic cosmic rays and by geomagnetic storms. Our studies were carried out taking into account the peculiarities of CME manifestations in the atmosphere and magnetosphere of the Earth. It was found that large magnetic storms affect the average level of the atmospheric electric field (increasing or decreasing it due to a change in the rigidity of the geomagnetic cutoff Rc), and also cause its fluctuations in the minute range (10-3 ÷ 10-2) Hz. A significant decrease in the atmospheric electric field after CME is due to large Forbush effects during weak geomagnetic disturbances.
Anomalous changes in the atmospheric electric field on the eve and during earthquakes were recorded, which are unambiguously associated with the activation of seismic processes. Since the city of Almaty is surrounded by a number of potential sources of strong earthquakes, the problem of their prediction is actual for the city and its environs.
How to cite: Antonova, V., Kryukov, S., Lutsenko, V., and Malimbayev, A.: Impact sporadic sources of disturbances on the atmospheric electric field оn Tien- Shan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7250, https://doi.org/10.5194/egusphere-egu21-7250, 2021.
EGU21-52 | vPICO presentations | NH1.6
Effects of energetic particles on the potential gradient measurements at different latitudesJosé Tacza, Anna Odzimek, Marek Kubicki, and Jean-Pierre Raulin
Energetic particles are potential candidates to affect the Global Electrical Circuit. This is supported by theoretical models that propose that these events can modify the conductivity profile above thunderstorms. If very strong, they can change the conductivity at low altitudes. We can study these effects through potential gradient measurements in fair weather regions. In this study, we investigate the potential gradient daily curve departures from the standard curve (mean curve in fair weather conditions) during very intense solar proton events and Forbush decrease. The superposed epoch analysis was utilized in order to enhance weak effects. Potential gradient data corresponds to the period between January 2008 and July 2019, and were recorded at two different stations located in different latitudes: CASLEO (Argentina, South Hemisphere) and Swider (Poland, North Hemisphere).
How to cite: Tacza, J., Odzimek, A., Kubicki, M., and Raulin, J.-P.: Effects of energetic particles on the potential gradient measurements at different latitudes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-52, https://doi.org/10.5194/egusphere-egu21-52, 2021.
Energetic particles are potential candidates to affect the Global Electrical Circuit. This is supported by theoretical models that propose that these events can modify the conductivity profile above thunderstorms. If very strong, they can change the conductivity at low altitudes. We can study these effects through potential gradient measurements in fair weather regions. In this study, we investigate the potential gradient daily curve departures from the standard curve (mean curve in fair weather conditions) during very intense solar proton events and Forbush decrease. The superposed epoch analysis was utilized in order to enhance weak effects. Potential gradient data corresponds to the period between January 2008 and July 2019, and were recorded at two different stations located in different latitudes: CASLEO (Argentina, South Hemisphere) and Swider (Poland, North Hemisphere).
How to cite: Tacza, J., Odzimek, A., Kubicki, M., and Raulin, J.-P.: Effects of energetic particles on the potential gradient measurements at different latitudes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-52, https://doi.org/10.5194/egusphere-egu21-52, 2021.
EGU21-13496 | vPICO presentations | NH1.6
Simulating effects of the 774 AD solar proton event on atmospheric electricityStergios Misios, Mads F. Knudsen, and Christoffer Karoff
High energy cosmic rays of galactic and solar origin, natural radioactivity, lighting in thunderstorms and electrified shower clouds, produce ion clusters and charge the whole atmosphere causing a ubiquitous potential difference between the ionosphere and the surface. This Global Electric Circuit (GEC) allows the flow of charges to the surface in the fair-weather regions of the globe. Here, we simulate the effect of highly energetic particle radiation, in particular the 774 AD solar proton event, on the GEC with the aid of the global circulation model EMAC/MESSy. The simulations assume pre-industrial atmospheric conditions and the coupling of aerosol and atmospheric electricity schemes allows for ion-ion and ion-aerosol capture reactions. We discuss effects in fair weather current and atmospheric conductivity at different latitudinal bands.
How to cite: Misios, S., F. Knudsen, M., and Karoff, C.: Simulating effects of the 774 AD solar proton event on atmospheric electricity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13496, https://doi.org/10.5194/egusphere-egu21-13496, 2021.
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High energy cosmic rays of galactic and solar origin, natural radioactivity, lighting in thunderstorms and electrified shower clouds, produce ion clusters and charge the whole atmosphere causing a ubiquitous potential difference between the ionosphere and the surface. This Global Electric Circuit (GEC) allows the flow of charges to the surface in the fair-weather regions of the globe. Here, we simulate the effect of highly energetic particle radiation, in particular the 774 AD solar proton event, on the GEC with the aid of the global circulation model EMAC/MESSy. The simulations assume pre-industrial atmospheric conditions and the coupling of aerosol and atmospheric electricity schemes allows for ion-ion and ion-aerosol capture reactions. We discuss effects in fair weather current and atmospheric conductivity at different latitudinal bands.
How to cite: Misios, S., F. Knudsen, M., and Karoff, C.: Simulating effects of the 774 AD solar proton event on atmospheric electricity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13496, https://doi.org/10.5194/egusphere-egu21-13496, 2021.
EGU21-9622 | vPICO presentations | NH1.6
Corona point discharges from grounded rods under high background electric fieldMarcelo Arcanjo, Joan Montanyà, Victor Lorenzo, and Nicolau Pineda
During the formation of thunderclouds, simultaneous macrophysical and microphysical processes cause the separation of charges inside the cloud, forming the electrical structure of storm clouds. As a result of that, the electric field at the ground level can change significantly. Irregularities on the surfaces of grounded structures can provide conditions for corona discharges that generate ions and form a space charge layer at ground level.
In this work, we investigate the features of corona point discharges from grounded conductive rods installed in three different sites. In all of them, we measured current along the grounded rod under high background electric field conditions or during its fast changes caused by lightning strikes. The current signals reveal pulses with a fast rise time (tens of nanoseconds) and slow decay (hundreds of nanoseconds), with polarity compatible with the background electric field. Comparing laboratory experiments with the results in the field, we observed that positive discharges required a lower electric field threshold than negative discharges. Their pulse frequency is also equivalent to one-tenth of the pulse frequency of negative discharges, for a similar electric field level.
In one of the sites, one current sensor coupled to a grounded rod, 1.5 m above a roof, was installed in a site located at an altitude of 2525 m, near a ski-station. We observed a large number of events, and we were able to correlate the frequency of the pulses with the electric field, as well as evaluate the effect of the wind on the discharges. In the other two sites, the rods were placed near the ground and on the roof of a conventional building. Pulses were registered on some occasions when there was lightning activity nearby, either before or after lightning events. Previous works on this topic correlate the electric field with the average current flow, and on this work, we evaluate the pulse frequency and electric field. This investigation is relevant for understanding the production of corona and space charges from high structures.
How to cite: Arcanjo, M., Montanyà, J., Lorenzo, V., and Pineda, N.: Corona point discharges from grounded rods under high background electric field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9622, https://doi.org/10.5194/egusphere-egu21-9622, 2021.
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During the formation of thunderclouds, simultaneous macrophysical and microphysical processes cause the separation of charges inside the cloud, forming the electrical structure of storm clouds. As a result of that, the electric field at the ground level can change significantly. Irregularities on the surfaces of grounded structures can provide conditions for corona discharges that generate ions and form a space charge layer at ground level.
In this work, we investigate the features of corona point discharges from grounded conductive rods installed in three different sites. In all of them, we measured current along the grounded rod under high background electric field conditions or during its fast changes caused by lightning strikes. The current signals reveal pulses with a fast rise time (tens of nanoseconds) and slow decay (hundreds of nanoseconds), with polarity compatible with the background electric field. Comparing laboratory experiments with the results in the field, we observed that positive discharges required a lower electric field threshold than negative discharges. Their pulse frequency is also equivalent to one-tenth of the pulse frequency of negative discharges, for a similar electric field level.
In one of the sites, one current sensor coupled to a grounded rod, 1.5 m above a roof, was installed in a site located at an altitude of 2525 m, near a ski-station. We observed a large number of events, and we were able to correlate the frequency of the pulses with the electric field, as well as evaluate the effect of the wind on the discharges. In the other two sites, the rods were placed near the ground and on the roof of a conventional building. Pulses were registered on some occasions when there was lightning activity nearby, either before or after lightning events. Previous works on this topic correlate the electric field with the average current flow, and on this work, we evaluate the pulse frequency and electric field. This investigation is relevant for understanding the production of corona and space charges from high structures.
How to cite: Arcanjo, M., Montanyà, J., Lorenzo, V., and Pineda, N.: Corona point discharges from grounded rods under high background electric field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9622, https://doi.org/10.5194/egusphere-egu21-9622, 2021.
EGU21-10916 | vPICO presentations | NH1.6 | Highlight
New type of electric discharges from aircraft.Pavlo Kochkin
Lightning interaction with aircraft becomes an increasingly important research topic due to the recent advancements in aviation industry and pressure put on it from climate regulations. A flying aircraft can interact with three known types of discharges, (i) aircraft-intercepted lightning, (ii) aircraft-triggered lightning, and (iii) electrostatic discharges.
Aircraft-intercepted lightning is a remotely initiated lightning discharge that attaches to the aircraft. Such events are relatively rare and constitute only a few percent of all lightning strikes to aircraft.
Aircraft-triggered discharge is a lightning that is initiated from the aircraft. These events happen when the aircraft polarizes and enhances the ambient electric field to the magnitude sufficiently high for triggering a bi-directional leader from opposite sharp extremities. More than 95% of all lightning strikes to aircraft are of this type.
Electrostatic (EST) discharges can be considered as another type of aircraft discharges but excluded from the above statistics because they can happen without presence of a thundercloud, lightning or strong ambient electric field. They happen when the aircraft collects significant charge on its surface by collisions with ice particles. Such discharges are usually associated with a noise in analog radiocommunication. It is not completely clear if the surface charge is necessary or the EST discharges can be initiated only by polarization of the aircraft in ambient electric field. Remarkably, EST discharges have been reported in association with positron annihilation signatures inside a thundercloud [1].
In this work we report yet another type of discharge that was recently observed developing from an airplane. These discharges start from the aircraft in response to the electric field change caused by a nearby lightning flash. The remote lightning flash can redistribute the ambient electric field in such a way that the local electric field near the aircraft exceeds the breakdown threshold. We call them a “lightning-triggered discharge”. Similar initiation mechanism is proposed for the high-altitude sprite discharges.
The lightning-triggered discharges from aircraft have not been studied and characterized before. They were observed and reported in [2] but were not identified as a separate type of aircraft discharges. As will be demonstrated, they are very likely to be underreported by pilots due to their often attachment to wings and relatively low current.
The Remote Lightning Damage Assessment System (www.reldas.no) has been developed with the purpose to identify and systematically collect data on lightning strikes to aircraft. Besides other discharges, the system collected records of the aircraft-triggered discharges and their characteristics. Examples of such discharges will be shown with the photographs and current measurements.
References
1. Kochkin, P., et al. "In‐flight observation of positron annihilation by ILDAS." Journal of Geophysical Research: Atmospheres123.15 (2018): 8074-8090
2. Kochkin, P., et al. "In‐flight observation of gamma ray glows by ILDAS." Journal of Geophysical Research: Atmospheres122.23 (2017): 12-801.
How to cite: Kochkin, P.: New type of electric discharges from aircraft., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10916, https://doi.org/10.5194/egusphere-egu21-10916, 2021.
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Lightning interaction with aircraft becomes an increasingly important research topic due to the recent advancements in aviation industry and pressure put on it from climate regulations. A flying aircraft can interact with three known types of discharges, (i) aircraft-intercepted lightning, (ii) aircraft-triggered lightning, and (iii) electrostatic discharges.
Aircraft-intercepted lightning is a remotely initiated lightning discharge that attaches to the aircraft. Such events are relatively rare and constitute only a few percent of all lightning strikes to aircraft.
Aircraft-triggered discharge is a lightning that is initiated from the aircraft. These events happen when the aircraft polarizes and enhances the ambient electric field to the magnitude sufficiently high for triggering a bi-directional leader from opposite sharp extremities. More than 95% of all lightning strikes to aircraft are of this type.
Electrostatic (EST) discharges can be considered as another type of aircraft discharges but excluded from the above statistics because they can happen without presence of a thundercloud, lightning or strong ambient electric field. They happen when the aircraft collects significant charge on its surface by collisions with ice particles. Such discharges are usually associated with a noise in analog radiocommunication. It is not completely clear if the surface charge is necessary or the EST discharges can be initiated only by polarization of the aircraft in ambient electric field. Remarkably, EST discharges have been reported in association with positron annihilation signatures inside a thundercloud [1].
In this work we report yet another type of discharge that was recently observed developing from an airplane. These discharges start from the aircraft in response to the electric field change caused by a nearby lightning flash. The remote lightning flash can redistribute the ambient electric field in such a way that the local electric field near the aircraft exceeds the breakdown threshold. We call them a “lightning-triggered discharge”. Similar initiation mechanism is proposed for the high-altitude sprite discharges.
The lightning-triggered discharges from aircraft have not been studied and characterized before. They were observed and reported in [2] but were not identified as a separate type of aircraft discharges. As will be demonstrated, they are very likely to be underreported by pilots due to their often attachment to wings and relatively low current.
The Remote Lightning Damage Assessment System (www.reldas.no) has been developed with the purpose to identify and systematically collect data on lightning strikes to aircraft. Besides other discharges, the system collected records of the aircraft-triggered discharges and their characteristics. Examples of such discharges will be shown with the photographs and current measurements.
References
1. Kochkin, P., et al. "In‐flight observation of positron annihilation by ILDAS." Journal of Geophysical Research: Atmospheres123.15 (2018): 8074-8090
2. Kochkin, P., et al. "In‐flight observation of gamma ray glows by ILDAS." Journal of Geophysical Research: Atmospheres122.23 (2017): 12-801.
How to cite: Kochkin, P.: New type of electric discharges from aircraft., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10916, https://doi.org/10.5194/egusphere-egu21-10916, 2021.
EGU21-14435 | vPICO presentations | NH1.6
Needle properties and a new higher altitude negative leader structure; observations by the LOFAR radio telescopeBrian Hare, Olaf Scholten, Joseph Dwyer, Liu Ningyu, and Chris Strepka and the LOFAR CR KSP
Recently, Hare et al. 2020 found that individual leaders steps could be imaged in the VHF band, and for leaders below 5 km altitude, the radio emission from each step is mostly consistent with a point-source. We will report on new observations of negative leaders above 7 km altitude that behave significantly differently than lower altitude leaders. These higher- altitude leaders are a few 100 meters wide and have step lengths a few 100 meters long, as opposed to lower altitude leaders that are at most 10 meters wide with 10 meter stepping lengths. Furthermore, unlike lower altitude leaders, the radio emission from individual steps of higher altitude shows extensive structure. Each step shows a burst of radio radiation, followed by the growth of multiple filamentary structures. The nature of these filaments is presently unclear, but they could be long streamers or leader branches. We have observed one leader that clearly starts at low altitude and propagates to higher altitude. This leader shows that the transition from the low altitude mode of propagation to the higher altitude mode does not occur smoothly as one may expect, but occurs abruptly at around 6 km altitude within only one kilometer, somewhat similarly to a phase change.
Previous work has measured 100 m long stepping lengths of higher altitude leaders, and it is often assumed that this is a simple pressure scaling effect. However, our data shows that the stepping process at lower altitudes and higher altitudes appears very differently in VHF, and that the transition between the two modes occurs rapidly. This implies higher and lower altitude leaders actually have different propagation modes, and are not merely pressure-scaled versions of each other.
We will also present new detailed VHF measurements of needle activity. We will show that needle twinkles have a wide range of propagation speeds, from 105 to 107 m/s, and that needle twinkles sometimes show stepping behavior, which strongly implies that needle twinkles can propagate similar to stepped leaders or dart leaders depending on the conductivity of the needle. We will also show that recoil leaders can quench needle activity, which leads to a cycle of increasing needle activity followed by quenching by a recoil leader, as originally predicted by Hare et al. 2019.
How to cite: Hare, B., Scholten, O., Dwyer, J., Ningyu, L., and Strepka, C. and the LOFAR CR KSP: Needle properties and a new higher altitude negative leader structure; observations by the LOFAR radio telescope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14435, https://doi.org/10.5194/egusphere-egu21-14435, 2021.
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Recently, Hare et al. 2020 found that individual leaders steps could be imaged in the VHF band, and for leaders below 5 km altitude, the radio emission from each step is mostly consistent with a point-source. We will report on new observations of negative leaders above 7 km altitude that behave significantly differently than lower altitude leaders. These higher- altitude leaders are a few 100 meters wide and have step lengths a few 100 meters long, as opposed to lower altitude leaders that are at most 10 meters wide with 10 meter stepping lengths. Furthermore, unlike lower altitude leaders, the radio emission from individual steps of higher altitude shows extensive structure. Each step shows a burst of radio radiation, followed by the growth of multiple filamentary structures. The nature of these filaments is presently unclear, but they could be long streamers or leader branches. We have observed one leader that clearly starts at low altitude and propagates to higher altitude. This leader shows that the transition from the low altitude mode of propagation to the higher altitude mode does not occur smoothly as one may expect, but occurs abruptly at around 6 km altitude within only one kilometer, somewhat similarly to a phase change.
Previous work has measured 100 m long stepping lengths of higher altitude leaders, and it is often assumed that this is a simple pressure scaling effect. However, our data shows that the stepping process at lower altitudes and higher altitudes appears very differently in VHF, and that the transition between the two modes occurs rapidly. This implies higher and lower altitude leaders actually have different propagation modes, and are not merely pressure-scaled versions of each other.
We will also present new detailed VHF measurements of needle activity. We will show that needle twinkles have a wide range of propagation speeds, from 105 to 107 m/s, and that needle twinkles sometimes show stepping behavior, which strongly implies that needle twinkles can propagate similar to stepped leaders or dart leaders depending on the conductivity of the needle. We will also show that recoil leaders can quench needle activity, which leads to a cycle of increasing needle activity followed by quenching by a recoil leader, as originally predicted by Hare et al. 2019.
How to cite: Hare, B., Scholten, O., Dwyer, J., Ningyu, L., and Strepka, C. and the LOFAR CR KSP: Needle properties and a new higher altitude negative leader structure; observations by the LOFAR radio telescope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14435, https://doi.org/10.5194/egusphere-egu21-14435, 2021.
EGU21-10876 | vPICO presentations | NH1.6
Observations by the LOFAR radio telescope of a fast negative leader propagation modeOlaf Scholten and the LOFAR Lightning and Cosmic ray group
We report on recent observations made by the LOFAR radio-telescope of a fast propagation mode in negative leaders we named Rapid Negative Leader (RNL).
The RNL has a variety of properties that make them clearly distinct from negative leaders or dart leaders, such as -- fast propagation, -- emission of strong broad-band pulses, -- emission of very high VHF power, -- a reduced density of located sources, and -- terminating with the spawning of a large number of negative leaders in a small area. RNLs are almost always observed in the initial stage of a lightning flash, but may also occur much later. They may occur repeatedly in a certain part of the cloud.
We interpret a RNL as negative leader developing in strong electric field due to a relatively small highly-charged cloud, probably created by a local turbulence, with a typical size of order 5 km2. The strong field will lead to a larger than usual charge at the leader tip resulting in an increased propagation velocity as well as a strongly enhanced emission of VHF power.
Since for the initiation of a lightning flash strong ambient electric fields are required, it is thus no surprise that the initial leader is in fact a RNL.
How to cite: Scholten, O. and the LOFAR Lightning and Cosmic ray group: Observations by the LOFAR radio telescope of a fast negative leader propagation mode, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10876, https://doi.org/10.5194/egusphere-egu21-10876, 2021.
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We report on recent observations made by the LOFAR radio-telescope of a fast propagation mode in negative leaders we named Rapid Negative Leader (RNL).
The RNL has a variety of properties that make them clearly distinct from negative leaders or dart leaders, such as -- fast propagation, -- emission of strong broad-band pulses, -- emission of very high VHF power, -- a reduced density of located sources, and -- terminating with the spawning of a large number of negative leaders in a small area. RNLs are almost always observed in the initial stage of a lightning flash, but may also occur much later. They may occur repeatedly in a certain part of the cloud.
We interpret a RNL as negative leader developing in strong electric field due to a relatively small highly-charged cloud, probably created by a local turbulence, with a typical size of order 5 km2. The strong field will lead to a larger than usual charge at the leader tip resulting in an increased propagation velocity as well as a strongly enhanced emission of VHF power.
Since for the initiation of a lightning flash strong ambient electric fields are required, it is thus no surprise that the initial leader is in fact a RNL.
How to cite: Scholten, O. and the LOFAR Lightning and Cosmic ray group: Observations by the LOFAR radio telescope of a fast negative leader propagation mode, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10876, https://doi.org/10.5194/egusphere-egu21-10876, 2021.
EGU21-15358 | vPICO presentations | NH1.6
Progress in modeling streamer and leader dischargesUte Ebert, Dennis Bouwman, Hani Francisco, Baohong Guo, Xiaoran Li, Hemaditya Malla, Andy Martinez, and Jannis Teunissen
We present recent progress in pulsed discharge modeling in Amsterdam that is motivated by high voltage and plasma engineering and by lightning.
We perform streamer simulations with adaptive mesh refinement in 2D and 3D using PIC particle models and fluid models, where we now can include complex electrode shapes and dielectric boundaries. For the longer time evolution, we also have added Ohmic heating, gas expansion, and the relevant plasma chemistry for air and methane-air mixtures.
Results relevant for lightning physics include
- Validation and verification of streamer propagation models (with S. Dijcks and S. Nijdam for the experimental counterpart)
- Simulations of streamer branching and comparison with experiments
- Parameter studies for long non-branching streamers that can accelerate or decelerate, and vary largely in velocity, radius and inner electron density, depending on the electric field
- Different stagnation behavior of positive and negative streamers in low electric fields
- Positive streamers in air that can continue to propagate as isolated patches of positive charge, without a conducting channel behind the streamer head
- Repetitive discharges, heating, and plasma-chemistry
How to cite: Ebert, U., Bouwman, D., Francisco, H., Guo, B., Li, X., Malla, H., Martinez, A., and Teunissen, J.: Progress in modeling streamer and leader discharges, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15358, https://doi.org/10.5194/egusphere-egu21-15358, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
We present recent progress in pulsed discharge modeling in Amsterdam that is motivated by high voltage and plasma engineering and by lightning.
We perform streamer simulations with adaptive mesh refinement in 2D and 3D using PIC particle models and fluid models, where we now can include complex electrode shapes and dielectric boundaries. For the longer time evolution, we also have added Ohmic heating, gas expansion, and the relevant plasma chemistry for air and methane-air mixtures.
Results relevant for lightning physics include
- Validation and verification of streamer propagation models (with S. Dijcks and S. Nijdam for the experimental counterpart)
- Simulations of streamer branching and comparison with experiments
- Parameter studies for long non-branching streamers that can accelerate or decelerate, and vary largely in velocity, radius and inner electron density, depending on the electric field
- Different stagnation behavior of positive and negative streamers in low electric fields
- Positive streamers in air that can continue to propagate as isolated patches of positive charge, without a conducting channel behind the streamer head
- Repetitive discharges, heating, and plasma-chemistry
How to cite: Ebert, U., Bouwman, D., Francisco, H., Guo, B., Li, X., Malla, H., Martinez, A., and Teunissen, J.: Progress in modeling streamer and leader discharges, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15358, https://doi.org/10.5194/egusphere-egu21-15358, 2021.
EGU21-13711 | vPICO presentations | NH1.6
The Impulsive Nature of Lightning InitiationChristopher Sterpka, Joseph Dwyer, Ningyu Liu, Brian Hare, and Olaf Scholten
We report results from imaging the initiation region of lightning via 3D interferometric beamforming on data collected by the Netherlands-based core of the Low Frequency Array of Antennas (LOFAR). LOFAR achieves 1 nanosecond timing accuracy and meter-scale spatial precision in lightning imaging on pulses observed in the 30-80 MHz band via the 38 Dutch-based stations. This project complements and enhances the previous work of the LOFAR lightning group of Groningen [Hare, B.M., et al., Nature 568, 360363 (2019)], and [Scholten, O., et al., ESSOAr 10503153] in order to improve image detail in regions with weak sources. This project incorporates beamforming techniques to improve upon previously employed methods with the result of improving both spatial and time resolution of lightning sources. In doing so, we have located and imaged the first non-impulsive sources in lightning flashes. These sources are believed to be caused by a streamer-cascade-like initiation event leading to the formation of the first leader in two separate lightning flashes. The initiation starts from essentially background and within a tens of microseconds ramps up a few orders of magnitude before the first impulsive sources connected with lightning leaders are observed. The events are likely an analog of fast breakdown in narrow bipolar events, and here we report their ramp-up rate, propagation speed, and trajectories.
How to cite: Sterpka, C., Dwyer, J., Liu, N., Hare, B., and Scholten, O.: The Impulsive Nature of Lightning Initiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13711, https://doi.org/10.5194/egusphere-egu21-13711, 2021.
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We report results from imaging the initiation region of lightning via 3D interferometric beamforming on data collected by the Netherlands-based core of the Low Frequency Array of Antennas (LOFAR). LOFAR achieves 1 nanosecond timing accuracy and meter-scale spatial precision in lightning imaging on pulses observed in the 30-80 MHz band via the 38 Dutch-based stations. This project complements and enhances the previous work of the LOFAR lightning group of Groningen [Hare, B.M., et al., Nature 568, 360363 (2019)], and [Scholten, O., et al., ESSOAr 10503153] in order to improve image detail in regions with weak sources. This project incorporates beamforming techniques to improve upon previously employed methods with the result of improving both spatial and time resolution of lightning sources. In doing so, we have located and imaged the first non-impulsive sources in lightning flashes. These sources are believed to be caused by a streamer-cascade-like initiation event leading to the formation of the first leader in two separate lightning flashes. The initiation starts from essentially background and within a tens of microseconds ramps up a few orders of magnitude before the first impulsive sources connected with lightning leaders are observed. The events are likely an analog of fast breakdown in narrow bipolar events, and here we report their ramp-up rate, propagation speed, and trajectories.
How to cite: Sterpka, C., Dwyer, J., Liu, N., Hare, B., and Scholten, O.: The Impulsive Nature of Lightning Initiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13711, https://doi.org/10.5194/egusphere-egu21-13711, 2021.
EGU21-5792 | vPICO presentations | NH1.6
Emergence of transverse size in electric streamersNikolai Lehtinen
The accurate determination of parameters of electric streamer propagation in air, such as their velocity, transverse size (radius) and the maximum field at the tip, is extremely important, e.g., for the studies of further lightning development and acceleration of electrons at the tip, which may lead to generation of x-rays. Relations between these parameters produce a family of streamer-shaped solutions, while the radius remains undetermined. We hypothesize that all these solutions are, in fact, valid solutions of hydrodynamic equations, but the physical radius emerges when one solution is selected by the condition of being maximally unstable, i.e., having the highest velocity.
Direct verification of this hypothesis by hydrodynamic simulations is complicated by the fact that the streamer length is one of the background conditions which determine its parameters, and in a propagating streamer the length is constantly changing. To circumvent this, we simulate a `steady-state' streamer, such that its length is kept constant by synchronizing the motion of the electrode to which it is attached. We show that the predicted maximally-unstable selected solution does, in fact, emerge in the infinite time limit of the simulation. We note, however, that we were yet unable to test the first part of the hypothesis, i.e. to produce the non-selected solutions in the predicted family, as they are quickly replaced by the selected one.
We present the calculated streamer parameter dependence on external uniform field and streamer length for an isolated streamer and streamers propagating parallel to each other. In the latter case, the field of neighboring streamers makes the streamer propagation independent of its length when it exceeds the inter-streamer distance. We draw parallels of this situation to the selected solution for a viscous Saffman-Taylor finger of infinite length in a narrow channel [Luque et al, 2008, doi:10.1103/PhysRevE.78.016206].
The practical interest of this work lies in reducing the complexity of streamer propagation modeling, by avoiding detailed simulation of the streamer head, if we can calculate the parameters by a simpler algorithm.
How to cite: Lehtinen, N.: Emergence of transverse size in electric streamers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5792, https://doi.org/10.5194/egusphere-egu21-5792, 2021.
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The accurate determination of parameters of electric streamer propagation in air, such as their velocity, transverse size (radius) and the maximum field at the tip, is extremely important, e.g., for the studies of further lightning development and acceleration of electrons at the tip, which may lead to generation of x-rays. Relations between these parameters produce a family of streamer-shaped solutions, while the radius remains undetermined. We hypothesize that all these solutions are, in fact, valid solutions of hydrodynamic equations, but the physical radius emerges when one solution is selected by the condition of being maximally unstable, i.e., having the highest velocity.
Direct verification of this hypothesis by hydrodynamic simulations is complicated by the fact that the streamer length is one of the background conditions which determine its parameters, and in a propagating streamer the length is constantly changing. To circumvent this, we simulate a `steady-state' streamer, such that its length is kept constant by synchronizing the motion of the electrode to which it is attached. We show that the predicted maximally-unstable selected solution does, in fact, emerge in the infinite time limit of the simulation. We note, however, that we were yet unable to test the first part of the hypothesis, i.e. to produce the non-selected solutions in the predicted family, as they are quickly replaced by the selected one.
We present the calculated streamer parameter dependence on external uniform field and streamer length for an isolated streamer and streamers propagating parallel to each other. In the latter case, the field of neighboring streamers makes the streamer propagation independent of its length when it exceeds the inter-streamer distance. We draw parallels of this situation to the selected solution for a viscous Saffman-Taylor finger of infinite length in a narrow channel [Luque et al, 2008, doi:10.1103/PhysRevE.78.016206].
The practical interest of this work lies in reducing the complexity of streamer propagation modeling, by avoiding detailed simulation of the streamer head, if we can calculate the parameters by a simpler algorithm.
How to cite: Lehtinen, N.: Emergence of transverse size in electric streamers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5792, https://doi.org/10.5194/egusphere-egu21-5792, 2021.
EGU21-4443 | vPICO presentations | NH1.6 | Highlight
Comparison of Q-bursts detected near the Earth’s surface and 140 m below ground levelJózsef Bór, István Lemperger, Karolina Szabóné André, Tamás Bozóki, Janusz Mlynarczyk, Péter Steinbach, Péter Lévai, and Péter Ván
Q-bursts are signatures of exceptionally powerful lightning strokes which produce intense radio waves typically in the extremely low frequency band (ELF, 3Hz-3kHz). Due to the finite conductivity of the Earth’s surface, radio waves in this frequency range can be also detected in greater depths. While the penetration of electromagnetic (EM) waves in a conducting half space has been investigated and utilized, e.g., under water for submarine radio communication, very few field measurements consider the subsurface detection of ELF waves in the continental crust.
In this work, Q-bursts recorded in near surface and corresponding underground ELF band observations are compared in order to characterize the frequency dependent effect of the upper section of the Earth’s crust on the spectrum of the Q-burst signals.
Practically co-located, but not simultaneous quasi-surface and underground temporal ELF band magnetic field measurements were made near Mátraszentimre, in the Mátra Mountains, Hungary. The underground measurement was carried out inside a mine shaft in the Matra Gravitational and Geophysical Laboratory (MGGL) at a depth of 140 m. ELF observations from two permanent recording stations in the Széchenyi István Geophysical Observatory (NCK, Hungary) and in Hylaty (HYL, Poland), less than 250 km away from MGGL, were involved in the analysis to deduce the transfer function between the unsynchronized quasi-surface and underground measurements in the Mátra.
The set of Q-bursts, which were parallelly detected at all three locations, was identified using GPS synchronized time stamps. Natural origin of the signals was confirmed by identifying the parent lightning strokes in the database of the World Wide Lightning Location Network (WWLLN) via matching the detection times and the corresponding source directions calculated at NCK station.
The good agreement of the results from independent Matra-NCK (5-30 Hz) and Matra-HYL (5-140 Hz) station-pairwise analyses confirm that the frequency dependence of the wave attenuation due to overlying rocks is exponential. The deduced integrated local conductivity, 30-40 S/m, of the upper section of the Earth’s crust suggests that probably the soil has prominent role in attenuating ground penetrating EM waves in the ELF band.
How to cite: Bór, J., Lemperger, I., Szabóné André, K., Bozóki, T., Mlynarczyk, J., Steinbach, P., Lévai, P., and Ván, P.: Comparison of Q-bursts detected near the Earth’s surface and 140 m below ground level, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4443, https://doi.org/10.5194/egusphere-egu21-4443, 2021.
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Q-bursts are signatures of exceptionally powerful lightning strokes which produce intense radio waves typically in the extremely low frequency band (ELF, 3Hz-3kHz). Due to the finite conductivity of the Earth’s surface, radio waves in this frequency range can be also detected in greater depths. While the penetration of electromagnetic (EM) waves in a conducting half space has been investigated and utilized, e.g., under water for submarine radio communication, very few field measurements consider the subsurface detection of ELF waves in the continental crust.
In this work, Q-bursts recorded in near surface and corresponding underground ELF band observations are compared in order to characterize the frequency dependent effect of the upper section of the Earth’s crust on the spectrum of the Q-burst signals.
Practically co-located, but not simultaneous quasi-surface and underground temporal ELF band magnetic field measurements were made near Mátraszentimre, in the Mátra Mountains, Hungary. The underground measurement was carried out inside a mine shaft in the Matra Gravitational and Geophysical Laboratory (MGGL) at a depth of 140 m. ELF observations from two permanent recording stations in the Széchenyi István Geophysical Observatory (NCK, Hungary) and in Hylaty (HYL, Poland), less than 250 km away from MGGL, were involved in the analysis to deduce the transfer function between the unsynchronized quasi-surface and underground measurements in the Mátra.
The set of Q-bursts, which were parallelly detected at all three locations, was identified using GPS synchronized time stamps. Natural origin of the signals was confirmed by identifying the parent lightning strokes in the database of the World Wide Lightning Location Network (WWLLN) via matching the detection times and the corresponding source directions calculated at NCK station.
The good agreement of the results from independent Matra-NCK (5-30 Hz) and Matra-HYL (5-140 Hz) station-pairwise analyses confirm that the frequency dependence of the wave attenuation due to overlying rocks is exponential. The deduced integrated local conductivity, 30-40 S/m, of the upper section of the Earth’s crust suggests that probably the soil has prominent role in attenuating ground penetrating EM waves in the ELF band.
How to cite: Bór, J., Lemperger, I., Szabóné André, K., Bozóki, T., Mlynarczyk, J., Steinbach, P., Lévai, P., and Ván, P.: Comparison of Q-bursts detected near the Earth’s surface and 140 m below ground level, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4443, https://doi.org/10.5194/egusphere-egu21-4443, 2021.
EGU21-3973 | vPICO presentations | NH1.6
Modeling ELF waves in the non-uniform Earth-ionosphere cavityTamas Bozoki, Erno Pracser, Gabriella Satori, Andrzej Kulak, Janusz Mlynarczyk, and Earle Williams
Below 100 Hz, in the lowest part of the extremely low frequency (ELF, 3 Hz - 3 kHz) band lightning-radiated electromagnetic waves propagate with extremely low attenuation (roughly below 1 dB/Mm) within the Earth-ionosphere waveguide which makes possible the formation of global electromagnetic resonances, known as Schumann resonances (SRs). The most commonly used description of this resonance field assumes a uniform Earth-ionosphere cavity, i.e. that the propagation conditions for ELF waves are practically the same on the dayside and nightside hemispheres, which is the most vulnerable simplification of these models.
In this work we present two different forward models for SRs that take into consideration the day-night asymmetry of the Earth-ionosphere cavity and are based on the analytical and numerical solutions of the two-dimensional telegraph equation (TDTE). We present numerical tests showing that the two models produce practically the same output, i.e. the relative difference between them is less than 0.4%. The conspicuous conformity between the outputs establishes not only the correctness of the formalisms but the correctness of the implementations (the coding) as well. To the best of the authors’ knowledge this is the first work that verifies this conformity between the two independent solutions.
We also compare our stationary models with time-dependent solutions of the TDTE as the stationarity of the resonance field may represent the next most vulnerable simplification that needs to be dismissed to approach a more realistic theoretical description of SRs. All these steps in model development serve our aim to infer global lightning activity based on multi-station ELF measurements by applying a sophisticated inversion algorithm.
How to cite: Bozoki, T., Pracser, E., Satori, G., Kulak, A., Mlynarczyk, J., and Williams, E.: Modeling ELF waves in the non-uniform Earth-ionosphere cavity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3973, https://doi.org/10.5194/egusphere-egu21-3973, 2021.
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Below 100 Hz, in the lowest part of the extremely low frequency (ELF, 3 Hz - 3 kHz) band lightning-radiated electromagnetic waves propagate with extremely low attenuation (roughly below 1 dB/Mm) within the Earth-ionosphere waveguide which makes possible the formation of global electromagnetic resonances, known as Schumann resonances (SRs). The most commonly used description of this resonance field assumes a uniform Earth-ionosphere cavity, i.e. that the propagation conditions for ELF waves are practically the same on the dayside and nightside hemispheres, which is the most vulnerable simplification of these models.
In this work we present two different forward models for SRs that take into consideration the day-night asymmetry of the Earth-ionosphere cavity and are based on the analytical and numerical solutions of the two-dimensional telegraph equation (TDTE). We present numerical tests showing that the two models produce practically the same output, i.e. the relative difference between them is less than 0.4%. The conspicuous conformity between the outputs establishes not only the correctness of the formalisms but the correctness of the implementations (the coding) as well. To the best of the authors’ knowledge this is the first work that verifies this conformity between the two independent solutions.
We also compare our stationary models with time-dependent solutions of the TDTE as the stationarity of the resonance field may represent the next most vulnerable simplification that needs to be dismissed to approach a more realistic theoretical description of SRs. All these steps in model development serve our aim to infer global lightning activity based on multi-station ELF measurements by applying a sophisticated inversion algorithm.
How to cite: Bozoki, T., Pracser, E., Satori, G., Kulak, A., Mlynarczyk, J., and Williams, E.: Modeling ELF waves in the non-uniform Earth-ionosphere cavity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3973, https://doi.org/10.5194/egusphere-egu21-3973, 2021.
EGU21-9927 | vPICO presentations | NH1.6
Locating Schumann Resonant Frequencies on a Single Particle Radiation Patterns Using Golden Ratio Spiral and Octave Relationship of Schumann Points.Mert Yucemoz
Although lightning discharge is not the only source or only physical phenomenon that affects the Schumann resonances, they have the highest contribution to the Schumann resonances oscillating between the ground the ionosphere. Schumann resonances are predicted through several different numerical models such as the transmission-line matrix model or partially uniform knee model. This contribution reports a different prediction method for Schumann resonances derived from the first principle of fundamental physics combining both particle radiation patterns and the mathematical concept of the Golden ratio. This prediction allows the physical understanding of where Schumann resonances originate from radiation emitted by a particle that involves many frequencies that are not related to Schumann resonances. In addition, this method allows predicting the wave propagation direction of each frequency value in the Schumann frequency spectrum. Particles accelerated by lightning leader tip electric fields are capable of contributing most of the Schumann resonances. The radiation pattern of a single particle consists of many frequencies. There are only specific ones within this pattern that contribute to the Schumann radiation. The vast majority of Schumann resonances distribute quite nicely obeying the Golden ratio interval. This property, used in conjunction with the full single-particle radiation patterns, also revealed that high-frequency forward-backward peaking radiation patterns, as well as low-frequency radiation patterns, can contribute to Schumann resonances. This method allows to locate them on the full radiation pattern. A theoretical analysis using the Golden ratio spiral, predict that there are more Schumann resonances in the high-frequency forward-backward peaking radiation pattern of a relativistic particle than low-frequency dipole radiation pattern. Extending the idea to an octave that identifies the identical sounding notes with different frequencies in standing waves. By knowing the value of the initial Schumann resonant frequency, this method allows us to predict the magnitude of other Schumann resonances on the radiation pattern of a single accelerated charged particle conveniently. In addition, it also allows us to find and match Schumann resonances that are on the same radiation lobe, which is named electromagnetic Schumann octaves. Furthermore, it is important to find Schumann octaves as they propagate in the same direction and have a higher likelihood of wave interference.
How to cite: Yucemoz, M.: Locating Schumann Resonant Frequencies on a Single Particle Radiation Patterns Using Golden Ratio Spiral and Octave Relationship of Schumann Points., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9927, https://doi.org/10.5194/egusphere-egu21-9927, 2021.
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Although lightning discharge is not the only source or only physical phenomenon that affects the Schumann resonances, they have the highest contribution to the Schumann resonances oscillating between the ground the ionosphere. Schumann resonances are predicted through several different numerical models such as the transmission-line matrix model or partially uniform knee model. This contribution reports a different prediction method for Schumann resonances derived from the first principle of fundamental physics combining both particle radiation patterns and the mathematical concept of the Golden ratio. This prediction allows the physical understanding of where Schumann resonances originate from radiation emitted by a particle that involves many frequencies that are not related to Schumann resonances. In addition, this method allows predicting the wave propagation direction of each frequency value in the Schumann frequency spectrum. Particles accelerated by lightning leader tip electric fields are capable of contributing most of the Schumann resonances. The radiation pattern of a single particle consists of many frequencies. There are only specific ones within this pattern that contribute to the Schumann radiation. The vast majority of Schumann resonances distribute quite nicely obeying the Golden ratio interval. This property, used in conjunction with the full single-particle radiation patterns, also revealed that high-frequency forward-backward peaking radiation patterns, as well as low-frequency radiation patterns, can contribute to Schumann resonances. This method allows to locate them on the full radiation pattern. A theoretical analysis using the Golden ratio spiral, predict that there are more Schumann resonances in the high-frequency forward-backward peaking radiation pattern of a relativistic particle than low-frequency dipole radiation pattern. Extending the idea to an octave that identifies the identical sounding notes with different frequencies in standing waves. By knowing the value of the initial Schumann resonant frequency, this method allows us to predict the magnitude of other Schumann resonances on the radiation pattern of a single accelerated charged particle conveniently. In addition, it also allows us to find and match Schumann resonances that are on the same radiation lobe, which is named electromagnetic Schumann octaves. Furthermore, it is important to find Schumann octaves as they propagate in the same direction and have a higher likelihood of wave interference.
How to cite: Yucemoz, M.: Locating Schumann Resonant Frequencies on a Single Particle Radiation Patterns Using Golden Ratio Spiral and Octave Relationship of Schumann Points., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9927, https://doi.org/10.5194/egusphere-egu21-9927, 2021.
EGU21-889 | vPICO presentations | NH1.6
Lightning‐Generated Whistler Amplitudes Measured by the Van Allen ProbesThomas Farges, Jean-Francois Ripoll, David Malaspina, Erin Lay, Gregory Cunningham, George Hospodarsky, Craig Kletzing, and John Wygant
This talk will show a statistical analysis of both electric and magnetic field wave amplitudes of very low frequency lightning‐generated whistlers (LGWs) based on the equivalent of 11.5 years of observations made by the Van Allen Probes. We complement this analysis with data from the ground‐based World Wide Lightning Location Network (WWLLN) to explore differences between satellite and ground‐based measurements. We will discuss how LGW mean amplitudes were generally found to be low compared with other whistler mode waves even though there exists extreme events (1 out of 5,000) that can reach 100 pT and contribute strongly to the mean power below L = 2. We will reveal a region of low wave amplitude existing below L=2 thanks to the denser dayside ionosphere, which prevents the intense equatorial lightning VLF waves from propagating through it. Below L = 1.5 at all MLT, LGW amplitudes are found to be weak while the ground‐level lightning activity is maximal. This suggests a difficulty of lightning VLF waves to penetrate / propagate / remain at low L‐shells, certainly due at least to the denser ionosphere during daytime. On the contrary, the mean LGW magnetic power (or RMS) remains nearly constant with respect to L‐shell. We will explain that this is due to strong to extreme LGWs that dominate the wave mean power to the point of compensating the decay of LGW occurrence at low L‐shell. Even though extreme LGW were found to be very powerful, particularly at low L and during night, the mean electric/magnetic power remains low compared with other whistler waves. This implies that LGW resonant effects on electrons are consequently long‐term effects that contribute to “age” trapped inner belt electron populations.
How to cite: Farges, T., Ripoll, J.-F., Malaspina, D., Lay, E., Cunningham, G., Hospodarsky, G., Kletzing, C., and Wygant, J.: Lightning‐Generated Whistler Amplitudes Measured by the Van Allen Probes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-889, https://doi.org/10.5194/egusphere-egu21-889, 2021.
This talk will show a statistical analysis of both electric and magnetic field wave amplitudes of very low frequency lightning‐generated whistlers (LGWs) based on the equivalent of 11.5 years of observations made by the Van Allen Probes. We complement this analysis with data from the ground‐based World Wide Lightning Location Network (WWLLN) to explore differences between satellite and ground‐based measurements. We will discuss how LGW mean amplitudes were generally found to be low compared with other whistler mode waves even though there exists extreme events (1 out of 5,000) that can reach 100 pT and contribute strongly to the mean power below L = 2. We will reveal a region of low wave amplitude existing below L=2 thanks to the denser dayside ionosphere, which prevents the intense equatorial lightning VLF waves from propagating through it. Below L = 1.5 at all MLT, LGW amplitudes are found to be weak while the ground‐level lightning activity is maximal. This suggests a difficulty of lightning VLF waves to penetrate / propagate / remain at low L‐shells, certainly due at least to the denser ionosphere during daytime. On the contrary, the mean LGW magnetic power (or RMS) remains nearly constant with respect to L‐shell. We will explain that this is due to strong to extreme LGWs that dominate the wave mean power to the point of compensating the decay of LGW occurrence at low L‐shell. Even though extreme LGW were found to be very powerful, particularly at low L and during night, the mean electric/magnetic power remains low compared with other whistler waves. This implies that LGW resonant effects on electrons are consequently long‐term effects that contribute to “age” trapped inner belt electron populations.
How to cite: Farges, T., Ripoll, J.-F., Malaspina, D., Lay, E., Cunningham, G., Hospodarsky, G., Kletzing, C., and Wygant, J.: Lightning‐Generated Whistler Amplitudes Measured by the Van Allen Probes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-889, https://doi.org/10.5194/egusphere-egu21-889, 2021.
EGU21-5547 | vPICO presentations | NH1.6
Lightning Sferics for Lightning Location – Complex AnalysisXue Bai and Martin Fullekrug
Lightning location networks commonly use the time stamps of the received radio waveforms from lightning flashes (sferics) at numerous stations to determine a single lightning flash location. In order to extract more information from the recorded lightning waveforms, a complex analysis of the received electromagnetic waves is investigated.
The long term aim of this study is to use the complex radio waveforms from lightning flashes (complex sferics) to develop an interferometry technique that uses complex parameters inferred from each individual sample (Liu et al., 2018). In this work, the coherency of complex lightning sferics is investigated, which is a measurement of the phase information. Complex lightning sferics are not well understood such that an analysis strategy needs to be developed. We adapt here the idea of using a waveform bank (Said et al., 2010), which is composed of lightning sferics at predefined distances. Before generating the waveform bank, a rigorous quality check process is carried out to ensure a high data reliability for the selected lightning events. Both, the amplitude waveform bank and the coherency waveform bank are generated. The novelty of this work is that the coherency measurement is shown to be as valid as the amplitude measurement towards the characterisation of the received lightning waveforms at various distances. In particular, the coherency has the capability to detect more skywaves than the amplitude alone.
The potential impact of this research for lightning detection and location networks is that this novel method is able to locate a single event in an area defined by the coherency distribution map when different combinations of the waveform time stamps are used (Füllekrug et al., 2016). In future work, the coherency distribution map of a single lightning event could be calculated, and a dynamic coherency map can be built on top of that. The dynamic coherency map is capable to reveal formation on propagation track of each storm, and may possibly be used for lightning forecasting.
References:
Füllekrug, M., Liu, Z., Koh, K., Mezentsev, A., Pedeboy, S., Soula, S., Enno, S.E., Sugier, J., and Rycroft, M.J. (2016), Mapping lightning in the sky with a mini array, Geophys. Res. Lett., 43, 10,448–10,454, doi:10.1002/2016GL070737.
Liu, Z., Koh, K.L., Mezentsev, A., Enno, S.E., Sugier, J., and Fullekrug, M. (2018),
Lightning sferics: Analysis of the instantaneous phase and frequency inferred from complex waveforms. Radio Science, 53, 448– 457, doi:10.1002/2017RS006451.
Said, R.K., Inan, U.S., and Cummins, K.L. (2010), Long‐range lightning geolocation using a VLF radio atmospheric waveform bank, J. Geophys. Res., 115, D23108, doi:10.1029/2010JD013863.
How to cite: Bai, X. and Fullekrug, M.: Lightning Sferics for Lightning Location – Complex Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5547, https://doi.org/10.5194/egusphere-egu21-5547, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Lightning location networks commonly use the time stamps of the received radio waveforms from lightning flashes (sferics) at numerous stations to determine a single lightning flash location. In order to extract more information from the recorded lightning waveforms, a complex analysis of the received electromagnetic waves is investigated.
The long term aim of this study is to use the complex radio waveforms from lightning flashes (complex sferics) to develop an interferometry technique that uses complex parameters inferred from each individual sample (Liu et al., 2018). In this work, the coherency of complex lightning sferics is investigated, which is a measurement of the phase information. Complex lightning sferics are not well understood such that an analysis strategy needs to be developed. We adapt here the idea of using a waveform bank (Said et al., 2010), which is composed of lightning sferics at predefined distances. Before generating the waveform bank, a rigorous quality check process is carried out to ensure a high data reliability for the selected lightning events. Both, the amplitude waveform bank and the coherency waveform bank are generated. The novelty of this work is that the coherency measurement is shown to be as valid as the amplitude measurement towards the characterisation of the received lightning waveforms at various distances. In particular, the coherency has the capability to detect more skywaves than the amplitude alone.
The potential impact of this research for lightning detection and location networks is that this novel method is able to locate a single event in an area defined by the coherency distribution map when different combinations of the waveform time stamps are used (Füllekrug et al., 2016). In future work, the coherency distribution map of a single lightning event could be calculated, and a dynamic coherency map can be built on top of that. The dynamic coherency map is capable to reveal formation on propagation track of each storm, and may possibly be used for lightning forecasting.
References:
Füllekrug, M., Liu, Z., Koh, K., Mezentsev, A., Pedeboy, S., Soula, S., Enno, S.E., Sugier, J., and Rycroft, M.J. (2016), Mapping lightning in the sky with a mini array, Geophys. Res. Lett., 43, 10,448–10,454, doi:10.1002/2016GL070737.
Liu, Z., Koh, K.L., Mezentsev, A., Enno, S.E., Sugier, J., and Fullekrug, M. (2018),
Lightning sferics: Analysis of the instantaneous phase and frequency inferred from complex waveforms. Radio Science, 53, 448– 457, doi:10.1002/2017RS006451.
Said, R.K., Inan, U.S., and Cummins, K.L. (2010), Long‐range lightning geolocation using a VLF radio atmospheric waveform bank, J. Geophys. Res., 115, D23108, doi:10.1029/2010JD013863.
How to cite: Bai, X. and Fullekrug, M.: Lightning Sferics for Lightning Location – Complex Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5547, https://doi.org/10.5194/egusphere-egu21-5547, 2021.
EGU21-4269 | vPICO presentations | NH1.6 | Highlight
Tropical cyclone eyewall thunderstorms as a driver of upper tropospheric water vapor increasesColin Price, Tair Plotnik, Anirban Guha, and Joydeb Saha`
Tropical cyclones have been observed in recent years to be increasing in intensity due to global warming, and projections for the future are for further shifts to stronger tropical cyclones, while the changes in the number of storms is less certain in the future. These storms have been shown to exhibit strong lightning activity in the eyewall and rainbands, and some studies (Price et al., 2009) showed that the lightning activity peaks before the maximum intensity of the tropical cyclones. Now we have investigated the impact of these tropical storms on the upper tropospheric water vapor (UTWV) content. Using the ERA5 reanalysis product from the ECMWF center, together with lightning data from the ENTLN network, we show that the lightning activity in tropical cyclones is closely linked to the increase in UTWV above these storms. We find the maximum enhancement in UTWV occurs between the 100-300 mb pressure levels, with a lag of 0-2 days after the peak of the storm intensity (measured by the maximum sustained winds in the eyewall). The lightning activity peaks before the storm reaches its maximum intensity, as found in previous studies. The interest in UTWV concentrations is due to the strong positive feedback that exists between the amounts of UTWV and surface global warming. Water Vapor is a strong greenhouse gas which is most efficient in trapping in longwave radiation emitted from the Earth in the upper troposphere. Small changes in UTWV over time can result in strong surface warming. If tropical cyclones increase in intensity in the future, this will likely result in increases in UTWV, reducing the natural cooling ability of the Earth. Lightning may be a useful tool to monitor these changes.
How to cite: Price, C., Plotnik, T., Guha, A., and Saha`, J.: Tropical cyclone eyewall thunderstorms as a driver of upper tropospheric water vapor increases, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4269, https://doi.org/10.5194/egusphere-egu21-4269, 2021.
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Tropical cyclones have been observed in recent years to be increasing in intensity due to global warming, and projections for the future are for further shifts to stronger tropical cyclones, while the changes in the number of storms is less certain in the future. These storms have been shown to exhibit strong lightning activity in the eyewall and rainbands, and some studies (Price et al., 2009) showed that the lightning activity peaks before the maximum intensity of the tropical cyclones. Now we have investigated the impact of these tropical storms on the upper tropospheric water vapor (UTWV) content. Using the ERA5 reanalysis product from the ECMWF center, together with lightning data from the ENTLN network, we show that the lightning activity in tropical cyclones is closely linked to the increase in UTWV above these storms. We find the maximum enhancement in UTWV occurs between the 100-300 mb pressure levels, with a lag of 0-2 days after the peak of the storm intensity (measured by the maximum sustained winds in the eyewall). The lightning activity peaks before the storm reaches its maximum intensity, as found in previous studies. The interest in UTWV concentrations is due to the strong positive feedback that exists between the amounts of UTWV and surface global warming. Water Vapor is a strong greenhouse gas which is most efficient in trapping in longwave radiation emitted from the Earth in the upper troposphere. Small changes in UTWV over time can result in strong surface warming. If tropical cyclones increase in intensity in the future, this will likely result in increases in UTWV, reducing the natural cooling ability of the Earth. Lightning may be a useful tool to monitor these changes.
How to cite: Price, C., Plotnik, T., Guha, A., and Saha`, J.: Tropical cyclone eyewall thunderstorms as a driver of upper tropospheric water vapor increases, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4269, https://doi.org/10.5194/egusphere-egu21-4269, 2021.
EGU21-10494 | vPICO presentations | NH1.6
Thunderstorms in Corsica Island measured during the EXAEDRE aircraft campaignKeunok Lee, Eric Defer, Pauline Combarnous, Jean-Pierre Pinty, Magalie Buguet, Olivier Caumont, Julien Delanoë, Louis Jaffeux, Stéphane Pedeboy, Serge Prieur, Evelyne Richard, and Alfons Schwarzenboeck
The aim of this study is to enhance our understanding about the microphysical structure of convective cloud systems and its relationships to the ambient electrical field, and to assess the capability of a model to capture the cloud electrical properties. This study relies on the EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) aircraft campaign that took place from 13 September to 8 October 2018 in Corsica Island. Eight electrified convective systems were successfully sampled during the campaign by the French Falcon 20 aircraft (e.g. RASTA Doppler cloud radar, microphysics probes, electric field mills) and ground-based platforms (Lightning Mapping Array network, Météorage operational lightning locating system and Météo-France weather radars). In this study, a multi-cell thunderstorm which developed over the complex topography of Corsica Island on 17 September 2018 was selected to investigate and to understand the physical processes linking lightning occurrence, electrification efficiency, cloud microphysics and dynamics. The detailed analysis results using the unprecedented airborne and ground-based dataset and their comparison to the numerical simulation results with a horizontal grid spacing of 1 km comprising the explicit electrical scheme CELLS (Cloud Electrification and Lightning Scheme) implemented in the cloud resolving model Meso-NH has been conducted. The key results will be presented at the conference.
How to cite: Lee, K., Defer, E., Combarnous, P., Pinty, J.-P., Buguet, M., Caumont, O., Delanoë, J., Jaffeux, L., Pedeboy, S., Prieur, S., Richard, E., and Schwarzenboeck, A.: Thunderstorms in Corsica Island measured during the EXAEDRE aircraft campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10494, https://doi.org/10.5194/egusphere-egu21-10494, 2021.
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The aim of this study is to enhance our understanding about the microphysical structure of convective cloud systems and its relationships to the ambient electrical field, and to assess the capability of a model to capture the cloud electrical properties. This study relies on the EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) aircraft campaign that took place from 13 September to 8 October 2018 in Corsica Island. Eight electrified convective systems were successfully sampled during the campaign by the French Falcon 20 aircraft (e.g. RASTA Doppler cloud radar, microphysics probes, electric field mills) and ground-based platforms (Lightning Mapping Array network, Météorage operational lightning locating system and Météo-France weather radars). In this study, a multi-cell thunderstorm which developed over the complex topography of Corsica Island on 17 September 2018 was selected to investigate and to understand the physical processes linking lightning occurrence, electrification efficiency, cloud microphysics and dynamics. The detailed analysis results using the unprecedented airborne and ground-based dataset and their comparison to the numerical simulation results with a horizontal grid spacing of 1 km comprising the explicit electrical scheme CELLS (Cloud Electrification and Lightning Scheme) implemented in the cloud resolving model Meso-NH has been conducted. The key results will be presented at the conference.
How to cite: Lee, K., Defer, E., Combarnous, P., Pinty, J.-P., Buguet, M., Caumont, O., Delanoë, J., Jaffeux, L., Pedeboy, S., Prieur, S., Richard, E., and Schwarzenboeck, A.: Thunderstorms in Corsica Island measured during the EXAEDRE aircraft campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10494, https://doi.org/10.5194/egusphere-egu21-10494, 2021.
EGU21-9098 | vPICO presentations | NH1.6
Properties of the lightning flashes in North-western Mediterranean Sea as documented during the EXAEDRE projectEric Defer, Serge Prieur, and Stephane Pedeboy
The EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) project aims at better understanding North-western Mediterranean Sea thunderstorms through coupled observational- and modelling-based studies with a dedicated focus on the lightning activity and its properties at flash, storm and regional scale.
In this work, the lightning activity is measured by the VHF Lightning Mapping Array (LMA) network SAETTA and the operational French lightning detection network Meteorage. SAETTA VHF sources are merged in flashes based on a DBSCAN algorithm (L2 SAETTA dataset). Meteorage strokes and pulses are then combined to SAETTA flashes based on temporal and pulse/stroke-dependent spatial criteria (L2b SAETTA-Meteorage dataset). Four categories of flashes can then be investigated: 1) CG L2b flashes with at least one CG stroke, 2) pure IC L2b flashes as detected by Meteorage with only IC pulses, 3) No-MTRG flashes which are only detected by SAETTA flashes with no concurrent Meteorage records, and 4) No-SAETTA flashes which were only reported by Meteorage with no concurrent SAETTA records.
Several lightning parameters have been investigated for the first three L2b flash categories listed above. It includes among others the flash duration, the vertical flash extension, the 2D horizontal flash extension, the 10/50/90 percent quantile of flash altitude, the flash trigger altitude, the stroke/pulse number per flash, and the flash vertical extension. Based on the L2b database built from the SAETTA and Meteorage records of the entire year 2018, No-MTRG flashes have tendency to be rather small in terms of 2D flash extension or short in duration. They also statically exhibit a similar distribution of their 10/50/90 percent quantile of flash altitude. CG L2b flashes exhibit mainly altitudes below 8 km while the majority of pure IC flashes show distinct distribution of 10/50/90 percent quantile flash altitude. Three trigger altitude ranges, i.e. 4-5 km, 7-9 km, 11-12 km are found in the three studied categories. Finally, for the studied year, less +CG flashes occurred compared to the -CG flashes while CG flashes with more ground connections have the tendency to last longer and to be larger.
First we will introduce the instruments and the data. We will then present the different methodologies applied here to generate the L2b dataset with some typical lightning observations. We will then discuss on the characteristics of the different parameters listed above.
How to cite: Defer, E., Prieur, S., and Pedeboy, S.: Properties of the lightning flashes in North-western Mediterranean Sea as documented during the EXAEDRE project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9098, https://doi.org/10.5194/egusphere-egu21-9098, 2021.
The EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) project aims at better understanding North-western Mediterranean Sea thunderstorms through coupled observational- and modelling-based studies with a dedicated focus on the lightning activity and its properties at flash, storm and regional scale.
In this work, the lightning activity is measured by the VHF Lightning Mapping Array (LMA) network SAETTA and the operational French lightning detection network Meteorage. SAETTA VHF sources are merged in flashes based on a DBSCAN algorithm (L2 SAETTA dataset). Meteorage strokes and pulses are then combined to SAETTA flashes based on temporal and pulse/stroke-dependent spatial criteria (L2b SAETTA-Meteorage dataset). Four categories of flashes can then be investigated: 1) CG L2b flashes with at least one CG stroke, 2) pure IC L2b flashes as detected by Meteorage with only IC pulses, 3) No-MTRG flashes which are only detected by SAETTA flashes with no concurrent Meteorage records, and 4) No-SAETTA flashes which were only reported by Meteorage with no concurrent SAETTA records.
Several lightning parameters have been investigated for the first three L2b flash categories listed above. It includes among others the flash duration, the vertical flash extension, the 2D horizontal flash extension, the 10/50/90 percent quantile of flash altitude, the flash trigger altitude, the stroke/pulse number per flash, and the flash vertical extension. Based on the L2b database built from the SAETTA and Meteorage records of the entire year 2018, No-MTRG flashes have tendency to be rather small in terms of 2D flash extension or short in duration. They also statically exhibit a similar distribution of their 10/50/90 percent quantile of flash altitude. CG L2b flashes exhibit mainly altitudes below 8 km while the majority of pure IC flashes show distinct distribution of 10/50/90 percent quantile flash altitude. Three trigger altitude ranges, i.e. 4-5 km, 7-9 km, 11-12 km are found in the three studied categories. Finally, for the studied year, less +CG flashes occurred compared to the -CG flashes while CG flashes with more ground connections have the tendency to last longer and to be larger.
First we will introduce the instruments and the data. We will then present the different methodologies applied here to generate the L2b dataset with some typical lightning observations. We will then discuss on the characteristics of the different parameters listed above.
How to cite: Defer, E., Prieur, S., and Pedeboy, S.: Properties of the lightning flashes in North-western Mediterranean Sea as documented during the EXAEDRE project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9098, https://doi.org/10.5194/egusphere-egu21-9098, 2021.
EGU21-7390 | vPICO presentations | NH1.6 | Highlight
Acoustical reconstruction and thunder energy localisation in lightning flashes measured over Corsica during EXAEDRE field campaignDamien Bestard, Thomas Farges, and François Coulouvrat
From September 13th to October 12th 2018, the EXAEDRE field campaign took place in Corsica, dedicated to the characterisation of thunderstorm clouds and electrical activity. Among a wide range of observation instruments, an array of 4 microphones, arranged on a 30-m wide triangle located near the island eastern coast, recorded over the frequency band 1 to 80 Hz the acoustical signal, or thunder, associated to lightning flashes. The search for coherent signals between the four sensors within prescribed frequency bands allows to determine the thunder apparent sound velocity and azimuth (PMCC algorithm [1]). Knowing the flash emission time provided by Meteorage low frequency (1-350 kHz) electromagnetic ground lightning locating system, as well as the local speed of sound, it is possible to reconstruct the various positions of coherent sound sources within a single lightning flash. Co-localisation of acoustic sources with in-cloud detections provided by SAETTA high-frequency (60-66 MHz) electromagnetic lightning locating system, and with ground impacts provided by Meteorage, ensures the efficiency and precision of the method. This one was already used successfully in a previous field campaign (HyMeX-SOP1) in Cévennes in 2012 [2,3,4]. The detection algorithm PMCC also provides the various recorded signal intensities. Assuming each sound point source radiates a spherical wave, the different propagation distances between the sources and the recording array can be compensated, so that the thunder source energies can also be localised within the flash with their relative levels. For EXAEDRE, two storms have been studied from an acoustical point of view, one with a low electrical activity on October 2nd mainly over the Mediterranean sea, and one with an intense activity on 17th September mainly overland. A significant number of flash events has been analysed, reconstructed and their energy distribution determined. For the 17th of September, acoustical events of large amplitudes are well correlated to (mostly negative) Cloud to Ground flash events. Energy localisation indicates a strong heterogeneity of its distribution within the flash, with intense sound sources concentrated inside the return strokes, mostly within the two first kilometres above the ground. Intracloud parts of the flashes appear much less energetic from an acoustical point of view. For the 2nd October, overversea events turn out quite different. [The authors acknowledge the EXAEDRE program, lead by E. Defer, for supplying the data. Present results have been obtained within the frame of the LETMA Contractual Research Laboratory between CEA, CNRS, Ecole Centrale Lyon, C-Innov, and Sorbonne Université.]
[1] Y. Cansi, Geophys. Res. Lett., 22, 1021-1024, 1995
[2] L.J. Gallin, Th. Farges, R. Marchiano, F. Coulouvrat, E. Defer, W. Rison, W. Schulz, M. Nuret, J. Geophys. Res. Atmos., 121, 3929-3953, 2016
[3] A. Lacroix, Th. Farges, R. Marchiano, F. Coulouvrat, J. Geophys. Res. Atmos., 123, 12040-12065, 2018
[4] A. Lacroix, F. Coulouvrat, R. Marchiano, Th. Farges, J.-F. Ripoll, Geophys. Res. Lett., 46, 11479-11489, 2019
How to cite: Bestard, D., Farges, T., and Coulouvrat, F.: Acoustical reconstruction and thunder energy localisation in lightning flashes measured over Corsica during EXAEDRE field campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7390, https://doi.org/10.5194/egusphere-egu21-7390, 2021.
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From September 13th to October 12th 2018, the EXAEDRE field campaign took place in Corsica, dedicated to the characterisation of thunderstorm clouds and electrical activity. Among a wide range of observation instruments, an array of 4 microphones, arranged on a 30-m wide triangle located near the island eastern coast, recorded over the frequency band 1 to 80 Hz the acoustical signal, or thunder, associated to lightning flashes. The search for coherent signals between the four sensors within prescribed frequency bands allows to determine the thunder apparent sound velocity and azimuth (PMCC algorithm [1]). Knowing the flash emission time provided by Meteorage low frequency (1-350 kHz) electromagnetic ground lightning locating system, as well as the local speed of sound, it is possible to reconstruct the various positions of coherent sound sources within a single lightning flash. Co-localisation of acoustic sources with in-cloud detections provided by SAETTA high-frequency (60-66 MHz) electromagnetic lightning locating system, and with ground impacts provided by Meteorage, ensures the efficiency and precision of the method. This one was already used successfully in a previous field campaign (HyMeX-SOP1) in Cévennes in 2012 [2,3,4]. The detection algorithm PMCC also provides the various recorded signal intensities. Assuming each sound point source radiates a spherical wave, the different propagation distances between the sources and the recording array can be compensated, so that the thunder source energies can also be localised within the flash with their relative levels. For EXAEDRE, two storms have been studied from an acoustical point of view, one with a low electrical activity on October 2nd mainly over the Mediterranean sea, and one with an intense activity on 17th September mainly overland. A significant number of flash events has been analysed, reconstructed and their energy distribution determined. For the 17th of September, acoustical events of large amplitudes are well correlated to (mostly negative) Cloud to Ground flash events. Energy localisation indicates a strong heterogeneity of its distribution within the flash, with intense sound sources concentrated inside the return strokes, mostly within the two first kilometres above the ground. Intracloud parts of the flashes appear much less energetic from an acoustical point of view. For the 2nd October, overversea events turn out quite different. [The authors acknowledge the EXAEDRE program, lead by E. Defer, for supplying the data. Present results have been obtained within the frame of the LETMA Contractual Research Laboratory between CEA, CNRS, Ecole Centrale Lyon, C-Innov, and Sorbonne Université.]
[1] Y. Cansi, Geophys. Res. Lett., 22, 1021-1024, 1995
[2] L.J. Gallin, Th. Farges, R. Marchiano, F. Coulouvrat, E. Defer, W. Rison, W. Schulz, M. Nuret, J. Geophys. Res. Atmos., 121, 3929-3953, 2016
[3] A. Lacroix, Th. Farges, R. Marchiano, F. Coulouvrat, J. Geophys. Res. Atmos., 123, 12040-12065, 2018
[4] A. Lacroix, F. Coulouvrat, R. Marchiano, Th. Farges, J.-F. Ripoll, Geophys. Res. Lett., 46, 11479-11489, 2019
How to cite: Bestard, D., Farges, T., and Coulouvrat, F.: Acoustical reconstruction and thunder energy localisation in lightning flashes measured over Corsica during EXAEDRE field campaign, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7390, https://doi.org/10.5194/egusphere-egu21-7390, 2021.
EGU21-471 | vPICO presentations | NH1.6 | Highlight
On the impact of thunder on dropletsKonstantinos Kourtidis and Stavros Stathopoulos
In the lightning channel pressures can be of the order of 100 atm and hence in the produced thunder, sound pressure levels (SPL) can be very high. Additionally, the thunder frequency spectra have peaks for peal and claps at around 100 Hz and around 50 Hz for rumble sounds, with intracloud lightning having peaks at even fewer Hz. These low frequencies are ideal for acoustically induced orthokinetic agglomeration of droplets. Thunder occurs in cloud environments where not only large numbers of droplets are present, but additionally the shockwave front expands at supersonic velocities in excess of 60 km/s and hence could cause also modulations of droplet size distributions through e.g. vibrational breakup. We present calculations for the two mechanisms above (orthokinetic agglomeration and vibrational breakup) for typical cloud droplet sizes and concentrations. In thunderstorm conditions, it is found that acoustic orthokinetic agglomeration of droplets can be very effective and can produce very rapidly changes in the mean cloud droplet diameter. Also, it is found that the critical Weber number, over which breakup occurs, is easily exceeded in thunderstorm environments and may lead to droplet and ice nuclei breakup. We note that these processes need further study to assess how they could interfere with the lightning generation process itself, through charge redistribution in the modified droplet size distribution spectra.
How to cite: Kourtidis, K. and Stathopoulos, S.: On the impact of thunder on droplets, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-471, https://doi.org/10.5194/egusphere-egu21-471, 2021.
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In the lightning channel pressures can be of the order of 100 atm and hence in the produced thunder, sound pressure levels (SPL) can be very high. Additionally, the thunder frequency spectra have peaks for peal and claps at around 100 Hz and around 50 Hz for rumble sounds, with intracloud lightning having peaks at even fewer Hz. These low frequencies are ideal for acoustically induced orthokinetic agglomeration of droplets. Thunder occurs in cloud environments where not only large numbers of droplets are present, but additionally the shockwave front expands at supersonic velocities in excess of 60 km/s and hence could cause also modulations of droplet size distributions through e.g. vibrational breakup. We present calculations for the two mechanisms above (orthokinetic agglomeration and vibrational breakup) for typical cloud droplet sizes and concentrations. In thunderstorm conditions, it is found that acoustic orthokinetic agglomeration of droplets can be very effective and can produce very rapidly changes in the mean cloud droplet diameter. Also, it is found that the critical Weber number, over which breakup occurs, is easily exceeded in thunderstorm environments and may lead to droplet and ice nuclei breakup. We note that these processes need further study to assess how they could interfere with the lightning generation process itself, through charge redistribution in the modified droplet size distribution spectra.
How to cite: Kourtidis, K. and Stathopoulos, S.: On the impact of thunder on droplets, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-471, https://doi.org/10.5194/egusphere-egu21-471, 2021.
EGU21-9621 | vPICO presentations | NH1.6
Observational study of tornadic cells that hit Corsica during the ADRIAN storm on the 29th October 2018Ronan Houel, Eric Defer, Pauline Combarnous, Serge Prieur, Dominique Lambert, and Stéphane Pédeboy
The north-western Mediterranean basin often experiences thunderstorms with heavy precipitation, strong wind, lightning activity and sometimes waterspouts/tornadoes. One of the objectives of the EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) project is to better monitor the thunderstorms in this area through a better understanding of the physical processes that drive the dynamics, the microphysics and the electrical activity of the convective systems. Characteristics of the electrical activity such as flash rate, charge layer distribution or flash polarity are good proxies for thunderstorm monitoring and good evidences of the storm severity.
The 29th October 2018, an intense trough developed over Mediterranean Sea between Balearic Islands and Corsica. This storm, called ADRIAN, produced several hazards (heavy precipitation, strong winds, intense lightning activity and hailstorm) in Corsica. Two tornadoes and one waterspout were observed in the morning at Porto Vecchio (EF2 tornado and waterspout) and Aleria (EF1 tornado), causing significant damages.
In this study, we take a look at electrical and microphysical characteristics of the two tornadic cells. For that, observations of the LMA (Lightning Mapping Array) SAETTA network, deployed in Corsica, are used to document in 3D the total lightning activity. Complementary 2D lightning observations recorded by the French national lightning detection network METEORAGE are also investigated. We also use weather radar data from the Météo France network. A clustering algorithm is applied on both the lightning and radar data to identify and track the cells to document the evolution of several lightning-related and microphysical characteristics during the lifetime of each cell. We also applied a new method based on lightning leader velocity to automatically infer the vertical and horizontal structure of the electrical charge regions within each electrical cell.
We first introduce the different observations and methodologies applied here. Then the main electrical properties of the tornadic cells (e.g. flash duration, vertical flash extension, charge layer, flash type and polarity) and microphysical characteristics as well as their temporal evolution are presented. Overall, the studied electrical cells produced few cloud-to-ground lightning flashes predominantly of negative polarity. The peaks of electrical activity occurred when tornadoes hit the land and these storms presented all an anomalous charge structure.
How to cite: Houel, R., Defer, E., Combarnous, P., Prieur, S., Lambert, D., and Pédeboy, S.: Observational study of tornadic cells that hit Corsica during the ADRIAN storm on the 29th October 2018 , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9621, https://doi.org/10.5194/egusphere-egu21-9621, 2021.
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The north-western Mediterranean basin often experiences thunderstorms with heavy precipitation, strong wind, lightning activity and sometimes waterspouts/tornadoes. One of the objectives of the EXAEDRE (EXploiting new Atmospheric Electricity Data for Research and the Environment) project is to better monitor the thunderstorms in this area through a better understanding of the physical processes that drive the dynamics, the microphysics and the electrical activity of the convective systems. Characteristics of the electrical activity such as flash rate, charge layer distribution or flash polarity are good proxies for thunderstorm monitoring and good evidences of the storm severity.
The 29th October 2018, an intense trough developed over Mediterranean Sea between Balearic Islands and Corsica. This storm, called ADRIAN, produced several hazards (heavy precipitation, strong winds, intense lightning activity and hailstorm) in Corsica. Two tornadoes and one waterspout were observed in the morning at Porto Vecchio (EF2 tornado and waterspout) and Aleria (EF1 tornado), causing significant damages.
In this study, we take a look at electrical and microphysical characteristics of the two tornadic cells. For that, observations of the LMA (Lightning Mapping Array) SAETTA network, deployed in Corsica, are used to document in 3D the total lightning activity. Complementary 2D lightning observations recorded by the French national lightning detection network METEORAGE are also investigated. We also use weather radar data from the Météo France network. A clustering algorithm is applied on both the lightning and radar data to identify and track the cells to document the evolution of several lightning-related and microphysical characteristics during the lifetime of each cell. We also applied a new method based on lightning leader velocity to automatically infer the vertical and horizontal structure of the electrical charge regions within each electrical cell.
We first introduce the different observations and methodologies applied here. Then the main electrical properties of the tornadic cells (e.g. flash duration, vertical flash extension, charge layer, flash type and polarity) and microphysical characteristics as well as their temporal evolution are presented. Overall, the studied electrical cells produced few cloud-to-ground lightning flashes predominantly of negative polarity. The peaks of electrical activity occurred when tornadoes hit the land and these storms presented all an anomalous charge structure.
How to cite: Houel, R., Defer, E., Combarnous, P., Prieur, S., Lambert, D., and Pédeboy, S.: Observational study of tornadic cells that hit Corsica during the ADRIAN storm on the 29th October 2018 , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9621, https://doi.org/10.5194/egusphere-egu21-9621, 2021.
EGU21-13955 | vPICO presentations | NH1.6 | Highlight
Thermodynamic Contribution to Lightning Activity in the Fourth ChimneyEarle Williams, Diego Enore, Enrique Mattos, and Yen-Jung Joanne Wu
Lightning activity over oceans is normally greatly suppressed in comparison with continents. The most conspicuous region of enhanced lightning activity over open ocean is found in the equatorial Pacific (150 W) in many global lightning climatologies (OTD, LIS, WWLLN, GLD360, RHESSI, Schumann resonance Q-bursts) and is associated with the South Pacific Convergence Zone (SPCZ). This oceanic lightning anomaly completes the zonal wavenumber-4 structure of continent-based lightning maxima (with nominal 90-degree longitudinal separation between sources), and so is appropriately named “the fourth chimney”. This region is now under continuous surveillance by the Geostationary Lightning Mapper (GLM) on the GOES-17 satellite (at 137 W). This total lightning activity is compared with Convective Available Potential Energy (CAPE) from ERA-5 reanalysis. These CAPE values are correlated with values extracted from thermodynamic soundings at proximal stations Atuona, Rikitea and Tahiti. The shape of the regional climatology of CAPE resembles that of the SPCZ and is oblique to the equator. The total lightning flash rate is positively correlated with CAPE, and lightning locations are found preferentially in regions of elevated CAPE on individual days. The diurnal variation of total lightning for January exceeds a factor-of-two and shows a phase at odds with the usual behavior of oceanic lightning near continents.
How to cite: Williams, E., Enore, D., Mattos, E., and Wu, Y.-J. J.: Thermodynamic Contribution to Lightning Activity in the Fourth Chimney, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13955, https://doi.org/10.5194/egusphere-egu21-13955, 2021.
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Lightning activity over oceans is normally greatly suppressed in comparison with continents. The most conspicuous region of enhanced lightning activity over open ocean is found in the equatorial Pacific (150 W) in many global lightning climatologies (OTD, LIS, WWLLN, GLD360, RHESSI, Schumann resonance Q-bursts) and is associated with the South Pacific Convergence Zone (SPCZ). This oceanic lightning anomaly completes the zonal wavenumber-4 structure of continent-based lightning maxima (with nominal 90-degree longitudinal separation between sources), and so is appropriately named “the fourth chimney”. This region is now under continuous surveillance by the Geostationary Lightning Mapper (GLM) on the GOES-17 satellite (at 137 W). This total lightning activity is compared with Convective Available Potential Energy (CAPE) from ERA-5 reanalysis. These CAPE values are correlated with values extracted from thermodynamic soundings at proximal stations Atuona, Rikitea and Tahiti. The shape of the regional climatology of CAPE resembles that of the SPCZ and is oblique to the equator. The total lightning flash rate is positively correlated with CAPE, and lightning locations are found preferentially in regions of elevated CAPE on individual days. The diurnal variation of total lightning for January exceeds a factor-of-two and shows a phase at odds with the usual behavior of oceanic lightning near continents.
How to cite: Williams, E., Enore, D., Mattos, E., and Wu, Y.-J. J.: Thermodynamic Contribution to Lightning Activity in the Fourth Chimney, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13955, https://doi.org/10.5194/egusphere-egu21-13955, 2021.
EGU21-13950 | vPICO presentations | NH1.6 | Highlight
Quasi-Real Time Monitoring of Lightning and Weather in the Philippines and Western North Pacific for the Severe Weather Intensity PredictionMitsuteru Sato, Yukihiro Takahashi, Hisayuki Kubota, Akira Noda, Junichi Hamada, and Glenn Vincent C. Lopez
As many severe weather events, such as torrential rainfall, tropical cyclones, tornados, and downbursts, are closely related to lightning activities, a continuous monitoring of thunderstorms is a key component for the prediction of the severe weather intensity development and for mitigating the natural disasters caused by these severe weather events. The integration of lightning data has the high potential contributing to short term forecasts of thunderstorms, further meteorological studies, and supplement disaster risk response strategies. This presents the activities and current status of the Understanding Lightning and Thunderstorm (ULAT) project, which is led by Hokkaido University and other Japanese institutes and Advanced Science and Technology Institute (ASTI), Department of Science and Technology (DOST) in the Philippines supported by the Japan International Cooperation Agency (JICA) and Japan Science and Technology Agency (JST). The ULAT Project is aimed at the following: a) establishment of a dense network of lightning and weather detectors in Metro Manila and nearby municipalities in order to provide thunderstorm “now-casting” and supplement weather-related research and disaster response studies and strategies; b) establishment of a ground receiving station for the direct reception of the satellite imagery and utilization of existing ground receiving facilities in order to develop effective observation methods by comparing 3D structures of thunderclouds from satellite images with lightning/precipitation data; c) establishment of a methodology for short term forecasts; and d) development of software for sharing information on short term forecast weather to concerned agencies. Especially for the purpose a), we have developed new lightning and weather observation systems, called as P-POTEKA and V-POTEKA. These systems can be automatically operated without any daily maintenance. So far, we have installed 35 P-POTEKA systems in Metro Manila and 7 and 4 V-POTEKA systems in the Philippines and in Indonesia, Palau, Guam, and Okinawa in Japan, respectively. At the presentation, we will show the updated status of this project and will show the initial results derived from the cross correlation analyses between lightning activities monitored by V-POTEKA systems and the intensity developments of tropical cyclones.
(This research is supported by Science and Technology Research Partnership for Sustainable Development (SATREPS), funded by Japan Science and Technology Agency (JST) / Japan International Cooperation Agency (JICA).)
How to cite: Sato, M., Takahashi, Y., Kubota, H., Noda, A., Hamada, J., and Lopez, G. V. C.: Quasi-Real Time Monitoring of Lightning and Weather in the Philippines and Western North Pacific for the Severe Weather Intensity Prediction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13950, https://doi.org/10.5194/egusphere-egu21-13950, 2021.
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As many severe weather events, such as torrential rainfall, tropical cyclones, tornados, and downbursts, are closely related to lightning activities, a continuous monitoring of thunderstorms is a key component for the prediction of the severe weather intensity development and for mitigating the natural disasters caused by these severe weather events. The integration of lightning data has the high potential contributing to short term forecasts of thunderstorms, further meteorological studies, and supplement disaster risk response strategies. This presents the activities and current status of the Understanding Lightning and Thunderstorm (ULAT) project, which is led by Hokkaido University and other Japanese institutes and Advanced Science and Technology Institute (ASTI), Department of Science and Technology (DOST) in the Philippines supported by the Japan International Cooperation Agency (JICA) and Japan Science and Technology Agency (JST). The ULAT Project is aimed at the following: a) establishment of a dense network of lightning and weather detectors in Metro Manila and nearby municipalities in order to provide thunderstorm “now-casting” and supplement weather-related research and disaster response studies and strategies; b) establishment of a ground receiving station for the direct reception of the satellite imagery and utilization of existing ground receiving facilities in order to develop effective observation methods by comparing 3D structures of thunderclouds from satellite images with lightning/precipitation data; c) establishment of a methodology for short term forecasts; and d) development of software for sharing information on short term forecast weather to concerned agencies. Especially for the purpose a), we have developed new lightning and weather observation systems, called as P-POTEKA and V-POTEKA. These systems can be automatically operated without any daily maintenance. So far, we have installed 35 P-POTEKA systems in Metro Manila and 7 and 4 V-POTEKA systems in the Philippines and in Indonesia, Palau, Guam, and Okinawa in Japan, respectively. At the presentation, we will show the updated status of this project and will show the initial results derived from the cross correlation analyses between lightning activities monitored by V-POTEKA systems and the intensity developments of tropical cyclones.
(This research is supported by Science and Technology Research Partnership for Sustainable Development (SATREPS), funded by Japan Science and Technology Agency (JST) / Japan International Cooperation Agency (JICA).)
How to cite: Sato, M., Takahashi, Y., Kubota, H., Noda, A., Hamada, J., and Lopez, G. V. C.: Quasi-Real Time Monitoring of Lightning and Weather in the Philippines and Western North Pacific for the Severe Weather Intensity Prediction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13950, https://doi.org/10.5194/egusphere-egu21-13950, 2021.
EGU21-13869 | vPICO presentations | NH1.6 | Highlight
An Earth Networks Lightning Climatology Using Thunder HoursJeff Lapierre, Elizabeth DiGangi, and Michael Stock
Lightning data are often used to measure the location and intensity of thunderstorms. Long term trends of thunderstorm activity can be a helpful tool for understanding our changing climate. This study presents data from the Earth Networks Global Lightning Network (ENGLN) in the form of thunder hours. A thunder hour is defined as an hour during which thunder can be heard from a given location. Thunder hours are an intuitive measure of lightning since the one-hour interval represents the life span of most airmass thunderstorms. Examining long-term lightning patterns in the context of thunder hours lends insight into thunderstorm activity without being heavily influenced by individual storm intensity, shedding light on patterns in storm activity associated with weaker thunderstorms. Thunder hour observations also reduce network performance dependencies in the dataset, making thunder hours particularly useful for studying climatology. Thunder hours have been calculated for the entire globe using 5 years of data from the ENGLN. To translate lightning flash locations to thunder hours, we converted the entire globe to a 0.05° grid, and we have slightly modified the definition of thunder-hour to an UTC hour during which lightning was located within 15 km of a given grid point. The 15 km criteria here is based on the approximate range at which thunder can be heard from a lightning flash. This study will examine global thunderstorm activity, highlighting diurnal and seasonal patterns observed across the globe.
How to cite: Lapierre, J., DiGangi, E., and Stock, M.: An Earth Networks Lightning Climatology Using Thunder Hours , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13869, https://doi.org/10.5194/egusphere-egu21-13869, 2021.
Lightning data are often used to measure the location and intensity of thunderstorms. Long term trends of thunderstorm activity can be a helpful tool for understanding our changing climate. This study presents data from the Earth Networks Global Lightning Network (ENGLN) in the form of thunder hours. A thunder hour is defined as an hour during which thunder can be heard from a given location. Thunder hours are an intuitive measure of lightning since the one-hour interval represents the life span of most airmass thunderstorms. Examining long-term lightning patterns in the context of thunder hours lends insight into thunderstorm activity without being heavily influenced by individual storm intensity, shedding light on patterns in storm activity associated with weaker thunderstorms. Thunder hour observations also reduce network performance dependencies in the dataset, making thunder hours particularly useful for studying climatology. Thunder hours have been calculated for the entire globe using 5 years of data from the ENGLN. To translate lightning flash locations to thunder hours, we converted the entire globe to a 0.05° grid, and we have slightly modified the definition of thunder-hour to an UTC hour during which lightning was located within 15 km of a given grid point. The 15 km criteria here is based on the approximate range at which thunder can be heard from a lightning flash. This study will examine global thunderstorm activity, highlighting diurnal and seasonal patterns observed across the globe.
How to cite: Lapierre, J., DiGangi, E., and Stock, M.: An Earth Networks Lightning Climatology Using Thunder Hours , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13869, https://doi.org/10.5194/egusphere-egu21-13869, 2021.
EGU21-1474 | vPICO presentations | NH1.6
Why are lightning super-bolts more frequent in East Mediterranean winter thunderstorms?Yoav Yair, Colin Price, Yannai Namia-Cohen, Barry Lynn, Jacob Shpund, and Mordechai Yaffe
The distribution of cloud-to-ground lightning energies is well established, and its most extreme values appear only in extremely rare flashes (< 0.0001%), defined as lightning "super-bolts". There are varying definitions of the specific energy values of super-bolts, depending on the detector or mode of observation. When using optical energy as viewed from a satellite, one usually refers to the brightest flashes (103 times brighter than average), while when relating to the electromagnetic radiation received by lightning detection networks, the definition revolves around the strongest signals in the VLF or ELF range, or the largest peak-current or charge-moment-change (CMC) inferred from the signal. These are all different metrics for evaluating the lightning's intensity, and they are inter-related and exhibit mutual dependence (e.g. extreme values of peak current positively correlate with extreme VLF amplitudes). The global distribution of these extremely powerful lightning is remarkably different from that of normal lightning, which are concentrated in the 3 convective "chimneys" of tropical Africa, South-America and the maritime continent in South-east Asia. Superbolts are found mostly over the oceans and near coastlines, such as Sea of Japan, the North Sea and in the Andes mountains (Holzworth et al., 2019). They are also discovered in maritime winter storms over the Mediterranean Sea which is one of the most prolific regions, especially in the months November-January. We present the climatology of east-Mediterranean super-bolts (peak current > 200 kA), and compare data obtained by various lightning detection networks (ENTLN, WWLLN and ILDN). Some storms exhibit a larger percentage of superbolts compared with the global average, up to 0.65% of total flashes. While the physical mechanisms producing these powerful flashes remains unknown, we suggest that such flashes are more common when large amounts of desert dust aerosols, coming from the Sahara Desert, are ingested into maritime winter storms and contribute to convective invigoration, enhanced freezing and efficient charge separation. Initial modelling results will be discussed.
How to cite: Yair, Y., Price, C., Namia-Cohen, Y., Lynn, B., Shpund, J., and Yaffe, M.: Why are lightning super-bolts more frequent in East Mediterranean winter thunderstorms?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1474, https://doi.org/10.5194/egusphere-egu21-1474, 2021.
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The distribution of cloud-to-ground lightning energies is well established, and its most extreme values appear only in extremely rare flashes (< 0.0001%), defined as lightning "super-bolts". There are varying definitions of the specific energy values of super-bolts, depending on the detector or mode of observation. When using optical energy as viewed from a satellite, one usually refers to the brightest flashes (103 times brighter than average), while when relating to the electromagnetic radiation received by lightning detection networks, the definition revolves around the strongest signals in the VLF or ELF range, or the largest peak-current or charge-moment-change (CMC) inferred from the signal. These are all different metrics for evaluating the lightning's intensity, and they are inter-related and exhibit mutual dependence (e.g. extreme values of peak current positively correlate with extreme VLF amplitudes). The global distribution of these extremely powerful lightning is remarkably different from that of normal lightning, which are concentrated in the 3 convective "chimneys" of tropical Africa, South-America and the maritime continent in South-east Asia. Superbolts are found mostly over the oceans and near coastlines, such as Sea of Japan, the North Sea and in the Andes mountains (Holzworth et al., 2019). They are also discovered in maritime winter storms over the Mediterranean Sea which is one of the most prolific regions, especially in the months November-January. We present the climatology of east-Mediterranean super-bolts (peak current > 200 kA), and compare data obtained by various lightning detection networks (ENTLN, WWLLN and ILDN). Some storms exhibit a larger percentage of superbolts compared with the global average, up to 0.65% of total flashes. While the physical mechanisms producing these powerful flashes remains unknown, we suggest that such flashes are more common when large amounts of desert dust aerosols, coming from the Sahara Desert, are ingested into maritime winter storms and contribute to convective invigoration, enhanced freezing and efficient charge separation. Initial modelling results will be discussed.
How to cite: Yair, Y., Price, C., Namia-Cohen, Y., Lynn, B., Shpund, J., and Yaffe, M.: Why are lightning super-bolts more frequent in East Mediterranean winter thunderstorms?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1474, https://doi.org/10.5194/egusphere-egu21-1474, 2021.
EGU21-5582 | vPICO presentations | NH1.6 | Highlight
The effect of varying alkalinity in Mediterranean seawater on lightning flash intensity – An experimental approachJacob Silverman, Mustafa Asfur, and Colin Price
The atmospheric phenomenon of lightning has been the focus of many studies in atmospheric physics and chemistry. In our laboratory investigations we have shown that the intensity of electrical sparks discharged into natural and artificial saline solutions are strongly influenced by their salinity and pH. We consider the radiative intensity of the laboratory generated electrical spark to be a scaled down replication of natural lightning and therefore define it as Lightning Flash Intensity (LFI). Based on the pH experiments it was suggested that a decrease in ocean pH due to ocean acidification corresponding to the predicted increase in atmospheric CO2 according to the IPCC RCP 8.5 worst case emission scenario, may increase the LFI by approximately 30±7% by the end of the 21st century relative to 2000. In that study, it was also shown that the acidification of seawater with a strong acid resulted also in a positive but weaker effect on LFI, suggesting that the alkalinity of seawater may also have an effect on it. Where, alkalinity is defined as the ability of seawater to resist a change in pH by addition of an acid (buffering capacity). In this study we tested the effect of changes in the alkalinity of Mediterranean seawater on its LFI by addition of concentrated HCl (alkalinity decrease) and NaOH (alkalinity increase). These treatments varied the alkalinity from its naturally occurring value of ca. 2600 to as little as 2100 and as much as 3000 µmole/kg. The additions of HCl decreased the pH of the seawater from its naturally occurring value of ca. 8.2 to a minimum value of 7.4 after equilibration with atmospheric CO2. While, the additions of NaOH increased the pH to a maximum value of 8.5. It should be noted that within the experimental range, the addition of HCl and NaOH did not have a measurable effect on the electrical conductivity/salinity of the seawater solutions. The results of these experiments showed that the LFI was strongly and positively correlated with alkalinity and was higher by ca. 40% at 3000 µmole/kg relative to its value at 2100 µmole/kg. These results imply that the alkalinity of natural waters may also be a strong predictor of LFI, especially in regions where there is a significant alkalinity input from external sources such as rivers and groundwater inputs or upwelling of alkalinity and CO2 enriched deep waters. Such regions could include the Mediterranean and North Seas as well as the intense upwelling regions off the west coasts of Africa and South America as well as South Africa. It is interesting to note that these regions also coincide with high densities of super-bolt events as previously shown.
How to cite: Silverman, J., Asfur, M., and Price, C.: The effect of varying alkalinity in Mediterranean seawater on lightning flash intensity – An experimental approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5582, https://doi.org/10.5194/egusphere-egu21-5582, 2021.
The atmospheric phenomenon of lightning has been the focus of many studies in atmospheric physics and chemistry. In our laboratory investigations we have shown that the intensity of electrical sparks discharged into natural and artificial saline solutions are strongly influenced by their salinity and pH. We consider the radiative intensity of the laboratory generated electrical spark to be a scaled down replication of natural lightning and therefore define it as Lightning Flash Intensity (LFI). Based on the pH experiments it was suggested that a decrease in ocean pH due to ocean acidification corresponding to the predicted increase in atmospheric CO2 according to the IPCC RCP 8.5 worst case emission scenario, may increase the LFI by approximately 30±7% by the end of the 21st century relative to 2000. In that study, it was also shown that the acidification of seawater with a strong acid resulted also in a positive but weaker effect on LFI, suggesting that the alkalinity of seawater may also have an effect on it. Where, alkalinity is defined as the ability of seawater to resist a change in pH by addition of an acid (buffering capacity). In this study we tested the effect of changes in the alkalinity of Mediterranean seawater on its LFI by addition of concentrated HCl (alkalinity decrease) and NaOH (alkalinity increase). These treatments varied the alkalinity from its naturally occurring value of ca. 2600 to as little as 2100 and as much as 3000 µmole/kg. The additions of HCl decreased the pH of the seawater from its naturally occurring value of ca. 8.2 to a minimum value of 7.4 after equilibration with atmospheric CO2. While, the additions of NaOH increased the pH to a maximum value of 8.5. It should be noted that within the experimental range, the addition of HCl and NaOH did not have a measurable effect on the electrical conductivity/salinity of the seawater solutions. The results of these experiments showed that the LFI was strongly and positively correlated with alkalinity and was higher by ca. 40% at 3000 µmole/kg relative to its value at 2100 µmole/kg. These results imply that the alkalinity of natural waters may also be a strong predictor of LFI, especially in regions where there is a significant alkalinity input from external sources such as rivers and groundwater inputs or upwelling of alkalinity and CO2 enriched deep waters. Such regions could include the Mediterranean and North Seas as well as the intense upwelling regions off the west coasts of Africa and South America as well as South Africa. It is interesting to note that these regions also coincide with high densities of super-bolt events as previously shown.
How to cite: Silverman, J., Asfur, M., and Price, C.: The effect of varying alkalinity in Mediterranean seawater on lightning flash intensity – An experimental approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5582, https://doi.org/10.5194/egusphere-egu21-5582, 2021.
EGU21-6984 | vPICO presentations | NH1.6
Development of a lightning model and implementation into a meteorological model developed in Japan~ Validation through the comparison with the ground base measurementYousuke Sato, Syugo Hayashi, and Akihiro Hashimoto
A lightning model was developed (Sato et al. 2019, 2021) and implemented into a community meteorological model in Japan (SCALE: Nishizawa et al. 2015, Sato et al. 2015). The lightning model coupled with SCALE was validated through the comparison with the ground base lightning measurement (LIghtning DEtection Network system: LIDEN) operated by Japan Meteorological Agency. For the validation, we conducted downscale simulations targeting on two heavy rain events, which occurred on July, 2017 and July, 2018. The heavy rainfall in both events were triggered by Baiu front system on July in Japan and cumulative precipitation exceeded 800 mm/48 hours, but lightning frequency in the 2017 case was much higher than that of the 2018 case.
Our results indicated that the model successfully reproduced the difference of the lightning frequency between the two heavy rain events. Our analyses elucidated that the difference in the lightning frequency was originated from the difference in the vertical distribution of the charged graupel, and as consequence, the vertical structure of the charge separation rate and the charge density.
How to cite: Sato, Y., Hayashi, S., and Hashimoto, A.: Development of a lightning model and implementation into a meteorological model developed in Japan~ Validation through the comparison with the ground base measurement, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6984, https://doi.org/10.5194/egusphere-egu21-6984, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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A lightning model was developed (Sato et al. 2019, 2021) and implemented into a community meteorological model in Japan (SCALE: Nishizawa et al. 2015, Sato et al. 2015). The lightning model coupled with SCALE was validated through the comparison with the ground base lightning measurement (LIghtning DEtection Network system: LIDEN) operated by Japan Meteorological Agency. For the validation, we conducted downscale simulations targeting on two heavy rain events, which occurred on July, 2017 and July, 2018. The heavy rainfall in both events were triggered by Baiu front system on July in Japan and cumulative precipitation exceeded 800 mm/48 hours, but lightning frequency in the 2017 case was much higher than that of the 2018 case.
Our results indicated that the model successfully reproduced the difference of the lightning frequency between the two heavy rain events. Our analyses elucidated that the difference in the lightning frequency was originated from the difference in the vertical distribution of the charged graupel, and as consequence, the vertical structure of the charge separation rate and the charge density.
How to cite: Sato, Y., Hayashi, S., and Hashimoto, A.: Development of a lightning model and implementation into a meteorological model developed in Japan~ Validation through the comparison with the ground base measurement, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6984, https://doi.org/10.5194/egusphere-egu21-6984, 2021.
EGU21-16070 | vPICO presentations | NH1.6 | Highlight
Comparison of lightning observed by ASIM on the International Space Station and GLM on the GOES-16 geostationary satelliteKrystallia Dimitriadou, Olivier Chanrion, Laure Chaumat, Hugh J. Christian, Richard J. Blakeslee, Matthias Heumesser, Nikolai Østgaard, Victor Reglero, and Torsten Neubert
The Atmosphere-Space Interactions Monitor includes an optical imaging array consisting of 5 nadir-viewing sensors , dedicated to monitor electrical discharges in and above thunderstorms. Three photometers sample in 337.0/4 nm, the VUV band 180-230 nm and 777.4/5 nm with a sample rate of 100 kHz while the 2 cameras record in 337.0/3 nm and in 777.4/3 nm with a temporal and spatial resolution of 12 frames per second and ~400 m, respectively. The Geostationary Lightning Mapper (GLM) on the GOES-16 satellite is the first operational space-based lightning detector in geostationary orbit measuring in 777.4/1 nm, with a pixel size of ~8-14 km and temporal resolution of up to 500 frames per second.
We present an analysis of the signal amplitudes and detection efficiencies of ASIM and GLM based on three mutually detected storms: one in the center and two on the edges of GLM field of view. We find a dependence of the amplitudes and detection efficiencies on the cloud structure and the observation angles of ASIM and GLM. The best agreement between the instruments appears when ASIM detects towards the nadir, but differences in amplitudes may vary by several orders of magnitude. The cloud structure offers a potential explanation for these differences which we will explore in the presentation.
How to cite: Dimitriadou, K., Chanrion, O., Chaumat, L., Christian, H. J., Blakeslee, R. J., Heumesser, M., Østgaard, N., Reglero, V., and Neubert, T.: Comparison of lightning observed by ASIM on the International Space Station and GLM on the GOES-16 geostationary satellite, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16070, https://doi.org/10.5194/egusphere-egu21-16070, 2021.
The Atmosphere-Space Interactions Monitor includes an optical imaging array consisting of 5 nadir-viewing sensors , dedicated to monitor electrical discharges in and above thunderstorms. Three photometers sample in 337.0/4 nm, the VUV band 180-230 nm and 777.4/5 nm with a sample rate of 100 kHz while the 2 cameras record in 337.0/3 nm and in 777.4/3 nm with a temporal and spatial resolution of 12 frames per second and ~400 m, respectively. The Geostationary Lightning Mapper (GLM) on the GOES-16 satellite is the first operational space-based lightning detector in geostationary orbit measuring in 777.4/1 nm, with a pixel size of ~8-14 km and temporal resolution of up to 500 frames per second.
We present an analysis of the signal amplitudes and detection efficiencies of ASIM and GLM based on three mutually detected storms: one in the center and two on the edges of GLM field of view. We find a dependence of the amplitudes and detection efficiencies on the cloud structure and the observation angles of ASIM and GLM. The best agreement between the instruments appears when ASIM detects towards the nadir, but differences in amplitudes may vary by several orders of magnitude. The cloud structure offers a potential explanation for these differences which we will explore in the presentation.
How to cite: Dimitriadou, K., Chanrion, O., Chaumat, L., Christian, H. J., Blakeslee, R. J., Heumesser, M., Østgaard, N., Reglero, V., and Neubert, T.: Comparison of lightning observed by ASIM on the International Space Station and GLM on the GOES-16 geostationary satellite, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16070, https://doi.org/10.5194/egusphere-egu21-16070, 2021.
EGU21-12190 | vPICO presentations | NH1.6
Radiative Transfer of Lightning Light by Thundercloud and Applications to Imaging and Photometric ObservationsAntoine Rimboud, Thomas Farges, Laurent Labonnote, François Thieuleux, and Philippe Dubuisson
Thunderstorms occur all over the world, and produce flashes (optical and radio waves). From space, only the light scattered by the cloud is visible. Understanding the radiative transfer of light produced by the lightning discharges in the clouds is therefore fundamental. Observations made by low orbit satellites for twenty years gave the first global map of electrical activity of thunderstorms. Many on-board instruments can now detect lightning. For the first time, the current generation of geostationary meteorological satellites is equipped with lightning imagers. These satellites strongly contribute to the real-time alert of severe weather associated with thunderstorms. Simultaneously, the ASIM mission on board the International Space Station, can measure lightning at different wavelengths, from near-UV to near-IR (imagery and photometry) and provide complementary measurements to those of the geostationary satellites.
The present study aims to better quantify the radiative transfer of the light emitted by lightning discharges through the cloud. We characterize optical lightning waveforms and images detected by satellites with three-dimensional simulation of photons transport through clouds. A forward three dimensional radiative code based on a Monte-Carlo approach (Cornet et al., 2010) is used in order to accurately simulate the scattering/absorption processes by cloud particles and molecules. The light emitted by the lightning source is simulated as a large number of photons with different temporal and spatial distribution. The simulations have been done for different wavelengths from the near-UV to the near infra-red close to those observed by the ASIM mission. Simulation results are compared to previous results from Light et al. (2001) and Luque et al. (2020) in the case of simple homogeneous water clouds. Furthermore, a sensitivity study is presented concerning the effect of the position, vertical extension and temporal character of the emitting source as well as the cloud microphysics on the signal observed at the top of the atmosphere.
References
Cornet, C, L. C-Labonnote, F. Szczap (2010), Three-dimensional polarized monte carlo atmospheric radiative transfer model (3dmcpol): 3d effects on polarized visible reflectances of a cirrus cloud: Journal of Quantitative Spectroscopy and Radiative Transfer, 111(1), 174-186
Light, T, D. Suszcynsky, M. Kirkland, A. Jacobson (2001), Simulations of lightning optical waveforms as seen clouds by satellites: Journal of Geophysical Research: Atmospheres, 106(D15), 17103-17114.
A. Luque, F. J. Gordillo-Vázquez, D. Li, A. Malagón-Romero, F. J. Pérez-Invernón, A. Schmalzried, S. Soler, O. Chanrion, M. Heumesser, T. Neubert, et al. (2020), Modeling lightning observations from space-based platforms (cloudscat. Jl 1.0): Geoscientific Model Development, 13(11), 5549–5566
How to cite: Rimboud, A., Farges, T., Labonnote, L., Thieuleux, F., and Dubuisson, P.: Radiative Transfer of Lightning Light by Thundercloud and Applications to Imaging and Photometric Observations , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12190, https://doi.org/10.5194/egusphere-egu21-12190, 2021.
Thunderstorms occur all over the world, and produce flashes (optical and radio waves). From space, only the light scattered by the cloud is visible. Understanding the radiative transfer of light produced by the lightning discharges in the clouds is therefore fundamental. Observations made by low orbit satellites for twenty years gave the first global map of electrical activity of thunderstorms. Many on-board instruments can now detect lightning. For the first time, the current generation of geostationary meteorological satellites is equipped with lightning imagers. These satellites strongly contribute to the real-time alert of severe weather associated with thunderstorms. Simultaneously, the ASIM mission on board the International Space Station, can measure lightning at different wavelengths, from near-UV to near-IR (imagery and photometry) and provide complementary measurements to those of the geostationary satellites.
The present study aims to better quantify the radiative transfer of the light emitted by lightning discharges through the cloud. We characterize optical lightning waveforms and images detected by satellites with three-dimensional simulation of photons transport through clouds. A forward three dimensional radiative code based on a Monte-Carlo approach (Cornet et al., 2010) is used in order to accurately simulate the scattering/absorption processes by cloud particles and molecules. The light emitted by the lightning source is simulated as a large number of photons with different temporal and spatial distribution. The simulations have been done for different wavelengths from the near-UV to the near infra-red close to those observed by the ASIM mission. Simulation results are compared to previous results from Light et al. (2001) and Luque et al. (2020) in the case of simple homogeneous water clouds. Furthermore, a sensitivity study is presented concerning the effect of the position, vertical extension and temporal character of the emitting source as well as the cloud microphysics on the signal observed at the top of the atmosphere.
References
Cornet, C, L. C-Labonnote, F. Szczap (2010), Three-dimensional polarized monte carlo atmospheric radiative transfer model (3dmcpol): 3d effects on polarized visible reflectances of a cirrus cloud: Journal of Quantitative Spectroscopy and Radiative Transfer, 111(1), 174-186
Light, T, D. Suszcynsky, M. Kirkland, A. Jacobson (2001), Simulations of lightning optical waveforms as seen clouds by satellites: Journal of Geophysical Research: Atmospheres, 106(D15), 17103-17114.
A. Luque, F. J. Gordillo-Vázquez, D. Li, A. Malagón-Romero, F. J. Pérez-Invernón, A. Schmalzried, S. Soler, O. Chanrion, M. Heumesser, T. Neubert, et al. (2020), Modeling lightning observations from space-based platforms (cloudscat. Jl 1.0): Geoscientific Model Development, 13(11), 5549–5566
How to cite: Rimboud, A., Farges, T., Labonnote, L., Thieuleux, F., and Dubuisson, P.: Radiative Transfer of Lightning Light by Thundercloud and Applications to Imaging and Photometric Observations , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12190, https://doi.org/10.5194/egusphere-egu21-12190, 2021.
EGU21-15005 | vPICO presentations | NH1.6 | Highlight
Lightning to wind-turbines during snowstorm Filomena over CataloniaNicolau Pineda, Joan Montanyà, David Romero, Oscar A. van der Velde, Xavier Soler, Jesús A. López, and Gloria Solà
Winter storm Filomena battered the Iberian Peninsula on the 9-10th January 2021, covering the eastern half of Spain with a huge amount of snow. Apart from the historical snowfall (e.g. Madrid 40-50 cm), lightning has been recorded during this winter episode. Most of the lighting was oversea, associated with the surface low in southern Spain. Still, some scattered lightning was also recorded in other regions of the Iberian Peninsula like Galicia, Asturias, Extremadura, Valencia and Catalonia.
This study focuses on the just over a dozen of stokes that hit southern Catalonia. Interestingly, inland lightning took place on the evening of the 9th January although NWP models showed no convection conditions over land, the sounding was stable and CAPE was found only far away over sea.
A closer look at the lightning spots showed wind turbines in the close vicinity of all CG stokes. To check the veracity of these winter lightning, data has been gathered from two independent Lightning Location Systems.
By means of data from different meteorological systems from the Meteorological Service of Catalonia (weather radar, automatic weather stations), the meteorological conditions during the lightning occurrence are analysed.
Since lightning only occurred on wind turbines, the effect of rotation may be a key factor on the triggering of lightning from wind-turbines, because the rotation might enhance the electric field at the tips of the blades because they are less shielded by the space charge produced by themselves.
How to cite: Pineda, N., Montanyà, J., Romero, D., van der Velde, O. A., Soler, X., López, J. A., and Solà, G.: Lightning to wind-turbines during snowstorm Filomena over Catalonia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15005, https://doi.org/10.5194/egusphere-egu21-15005, 2021.
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Winter storm Filomena battered the Iberian Peninsula on the 9-10th January 2021, covering the eastern half of Spain with a huge amount of snow. Apart from the historical snowfall (e.g. Madrid 40-50 cm), lightning has been recorded during this winter episode. Most of the lighting was oversea, associated with the surface low in southern Spain. Still, some scattered lightning was also recorded in other regions of the Iberian Peninsula like Galicia, Asturias, Extremadura, Valencia and Catalonia.
This study focuses on the just over a dozen of stokes that hit southern Catalonia. Interestingly, inland lightning took place on the evening of the 9th January although NWP models showed no convection conditions over land, the sounding was stable and CAPE was found only far away over sea.
A closer look at the lightning spots showed wind turbines in the close vicinity of all CG stokes. To check the veracity of these winter lightning, data has been gathered from two independent Lightning Location Systems.
By means of data from different meteorological systems from the Meteorological Service of Catalonia (weather radar, automatic weather stations), the meteorological conditions during the lightning occurrence are analysed.
Since lightning only occurred on wind turbines, the effect of rotation may be a key factor on the triggering of lightning from wind-turbines, because the rotation might enhance the electric field at the tips of the blades because they are less shielded by the space charge produced by themselves.
How to cite: Pineda, N., Montanyà, J., Romero, D., van der Velde, O. A., Soler, X., López, J. A., and Solà, G.: Lightning to wind-turbines during snowstorm Filomena over Catalonia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15005, https://doi.org/10.5194/egusphere-egu21-15005, 2021.
EGU21-16237 | vPICO presentations | NH1.6
Estimation of dissipated lightning energy by infrasound measurementNarumi Watabe, Yukihiro Takahashi, Mitsuteru Sato, and Hisayuki Kubota
Rainfall by thunderstorms and typhoons causes a large-scale disaster, especially in Southeast Asia and other tropical regions. Damage caused by disasters could be minimized by monitoring and predicting in real-time. It is known that typhoon shows the maximum wind speed 1-2 days after the peak of lightning frequency. There is a strong correlation between lightning activity and torrential rainfall. If we could monitor the lightning activity quantitatively, it must be useful to monitor and predict strong rainfall. Lightning is an electrical phenomenon, and the magnitude of its significance is usually represented by its peak current and charge moment change before and after the stroke. However, the energy dissipation by lightning, which might be a good indicator of atmospheric convection, cannot be estimated only from the electromagnetic field measurement since it is impossible to measure the conductivity in the discharge path. Here we focus on infrasound below 20 Hz, which may be a good proxy of energy dissipation caused by lightning stroke. In order to estimate the dissipated energy by lightning stroke, we need to know the quantitative relationship between the dissipated energy and the intensity of infrasound in another way.
In the present research, we try to calibrate the quantitative relationship between infrasound intensity measured at a known distance and dissipated energy in the atmosphere, using two kinds of fireworks displays. At a building of Hokkaido University we measured infrasound pressure of fireworks for some cases which occurred at the range of 5 km. We also carried out similar measurement in lakeside of Lake Toya in Hokkaido in distance range of 0.3 - 4 km. The maximum dissipated energies of the fireworks are in ~10^6 J, which is approximately 1,000-5,000 times smaller than that of typical lightning, namely. Based on these measurements, we determined the constant to calculate the dissipated energy from infrasound pressure measurement. On the other hand, this constant is not very stable for different cases probably due to the variations in sound spectrum, height of explosion, temperature profile of the atmosphere near surface. We need to consider such conditions when we estimate the dissipated energy of lightning, adding to the effect of line source of the sound in lightning path while the fireworks has a point source.
This research was supported by Science and Technology Research Partnership for Sustainable Development (SATREPS), funded by Japan Science and Technology Agency (JST) / Japan International Cooperation Agency (JICA)."
How to cite: Watabe, N., Takahashi, Y., Sato, M., and Kubota, H.: Estimation of dissipated lightning energy by infrasound measurement, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16237, https://doi.org/10.5194/egusphere-egu21-16237, 2021.
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Rainfall by thunderstorms and typhoons causes a large-scale disaster, especially in Southeast Asia and other tropical regions. Damage caused by disasters could be minimized by monitoring and predicting in real-time. It is known that typhoon shows the maximum wind speed 1-2 days after the peak of lightning frequency. There is a strong correlation between lightning activity and torrential rainfall. If we could monitor the lightning activity quantitatively, it must be useful to monitor and predict strong rainfall. Lightning is an electrical phenomenon, and the magnitude of its significance is usually represented by its peak current and charge moment change before and after the stroke. However, the energy dissipation by lightning, which might be a good indicator of atmospheric convection, cannot be estimated only from the electromagnetic field measurement since it is impossible to measure the conductivity in the discharge path. Here we focus on infrasound below 20 Hz, which may be a good proxy of energy dissipation caused by lightning stroke. In order to estimate the dissipated energy by lightning stroke, we need to know the quantitative relationship between the dissipated energy and the intensity of infrasound in another way.
In the present research, we try to calibrate the quantitative relationship between infrasound intensity measured at a known distance and dissipated energy in the atmosphere, using two kinds of fireworks displays. At a building of Hokkaido University we measured infrasound pressure of fireworks for some cases which occurred at the range of 5 km. We also carried out similar measurement in lakeside of Lake Toya in Hokkaido in distance range of 0.3 - 4 km. The maximum dissipated energies of the fireworks are in ~10^6 J, which is approximately 1,000-5,000 times smaller than that of typical lightning, namely. Based on these measurements, we determined the constant to calculate the dissipated energy from infrasound pressure measurement. On the other hand, this constant is not very stable for different cases probably due to the variations in sound spectrum, height of explosion, temperature profile of the atmosphere near surface. We need to consider such conditions when we estimate the dissipated energy of lightning, adding to the effect of line source of the sound in lightning path while the fireworks has a point source.
This research was supported by Science and Technology Research Partnership for Sustainable Development (SATREPS), funded by Japan Science and Technology Agency (JST) / Japan International Cooperation Agency (JICA)."
How to cite: Watabe, N., Takahashi, Y., Sato, M., and Kubota, H.: Estimation of dissipated lightning energy by infrasound measurement, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16237, https://doi.org/10.5194/egusphere-egu21-16237, 2021.
EGU21-16377 | vPICO presentations | NH1.6 | Highlight
A data-driven approach for lightning nowcasting with deep learningAmirhossein Mostajabi, Ehsan Mansouri, Pedram Pad, Marcos Rubinstein, Andrea Dunbar, and Farhad Rachidi
Lightning is responsible directly or indirectly, for significant human casualties and property damage worldwide. 1,2 It can cause injury and death in humans and animals, ignite fires, affect and destroy electronic devices, and cause electrical surges and system failures in airplanes and rockets.3–5 These severe and costly outcomes can be averted by predicting the lightning occurrence in advance and taking preventive actions accordingly. Therefore, a practical and fast lightning prediction method is of considerable value.
Lightning is formed in the atmosphere through the combination of complex dynamic and microphysical processes, making it difficult to predict its occurrence using analytical or probabilistic approaches. In this work, we aim at leveraging advances in machine learning, deep learning, and pattern recognition to develop a lightning nowcasting model. Current numerical weather models rely on lightning parametrization. These models suffer from two drawbacks; the sequential nature of the model limits the computation speed, especially for nowcasting, and the recorded data are only used in the parametrization step and not in the prediction.6,7
To cope with these drawbacks, we propose to leverage the large amounts of available data to develop a fully data-driven approach with enhanced prediction speed based on deep neural networks. The developed lightning nowcasting model is based on a residual U-net architecture.8 The model consists of two paths from the input to the output: (i) a highway path copying the input to the output in the same way as the persistent baseline model does, and (ii) a fully convolutional U-net which learns to adjust the former path to reach the desired output. The U-net itself consists of a contracting part with alternating convolution, and max pooling layers followed by an expanding part of alternating upsampling, convolution, and concatenation layers.9–11
Our dataset consists of post-processed data of recorded lightning occurrences in 15-minute intervals over 60 days obtained from the GOES satellite over the Americas. We have optimized the model using data from the northern part of South America, a region characterized by high lightning activity. The model was then applied to other regions of the Americas. We are using 70-15-15% separation for training, validation, and test datasets. Upon completion of the training process, the model can achieve an overall F1 score of 70% with a lead time of 30 minutes over South America in fractions of a second. This is more than 25% increase in the F1 score compared to the persistent model which is used as our baseline forecast method.
To the best of our knowledge, our model is the first data-driven approach for lightning prediction. The developed model can pave the way to large-scale, efficient, and practical lightning prediction, which in turn can protect lives and save resources.
How to cite: Mostajabi, A., Mansouri, E., Pad, P., Rubinstein, M., Dunbar, A., and Rachidi, F.: A data-driven approach for lightning nowcasting with deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16377, https://doi.org/10.5194/egusphere-egu21-16377, 2021.
Lightning is responsible directly or indirectly, for significant human casualties and property damage worldwide. 1,2 It can cause injury and death in humans and animals, ignite fires, affect and destroy electronic devices, and cause electrical surges and system failures in airplanes and rockets.3–5 These severe and costly outcomes can be averted by predicting the lightning occurrence in advance and taking preventive actions accordingly. Therefore, a practical and fast lightning prediction method is of considerable value.
Lightning is formed in the atmosphere through the combination of complex dynamic and microphysical processes, making it difficult to predict its occurrence using analytical or probabilistic approaches. In this work, we aim at leveraging advances in machine learning, deep learning, and pattern recognition to develop a lightning nowcasting model. Current numerical weather models rely on lightning parametrization. These models suffer from two drawbacks; the sequential nature of the model limits the computation speed, especially for nowcasting, and the recorded data are only used in the parametrization step and not in the prediction.6,7
To cope with these drawbacks, we propose to leverage the large amounts of available data to develop a fully data-driven approach with enhanced prediction speed based on deep neural networks. The developed lightning nowcasting model is based on a residual U-net architecture.8 The model consists of two paths from the input to the output: (i) a highway path copying the input to the output in the same way as the persistent baseline model does, and (ii) a fully convolutional U-net which learns to adjust the former path to reach the desired output. The U-net itself consists of a contracting part with alternating convolution, and max pooling layers followed by an expanding part of alternating upsampling, convolution, and concatenation layers.9–11
Our dataset consists of post-processed data of recorded lightning occurrences in 15-minute intervals over 60 days obtained from the GOES satellite over the Americas. We have optimized the model using data from the northern part of South America, a region characterized by high lightning activity. The model was then applied to other regions of the Americas. We are using 70-15-15% separation for training, validation, and test datasets. Upon completion of the training process, the model can achieve an overall F1 score of 70% with a lead time of 30 minutes over South America in fractions of a second. This is more than 25% increase in the F1 score compared to the persistent model which is used as our baseline forecast method.
To the best of our knowledge, our model is the first data-driven approach for lightning prediction. The developed model can pave the way to large-scale, efficient, and practical lightning prediction, which in turn can protect lives and save resources.
How to cite: Mostajabi, A., Mansouri, E., Pad, P., Rubinstein, M., Dunbar, A., and Rachidi, F.: A data-driven approach for lightning nowcasting with deep learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16377, https://doi.org/10.5194/egusphere-egu21-16377, 2021.
EGU21-16163 | vPICO presentations | NH1.6 | Highlight
Inspection of new thunderstorm intensity indexDamjan Jelic, Barbara Malecic, Maja Telisman Prtenjak, Andreina Belusic Vozila, Tanja Renko, and Otília Anna Megyeri
Lightning data provide very high spatial and temporal resolution allowing us to decompose thunderstorms into smaller segments. By using those segments we introduce a new Thunderstorm Intensity Index (TSII). Based on the mathematical background of lightning jump, TSII aims to identify the area which is most affected by the storm. Such index captures location in space and time where a thunderstorm experienced a sudden positive change in lightning activity, using the Eulerian standpoint. The advantage is independence to total number of flashes produced by the storm (which can vary significantly), and high temporal monitoring (2 min). An ongoing research (within SWALDRIC project) is performed on period of 11 years of lightning data and in a study area of NE Adriatic region. Validation is done against precipitation, wind, hail, waterspouts and comparison with ERA5 instability indices is made. Results show very good agreement between higher rain intensities and total precipitation in vicinity of TSII. Good agreement with hail occurrence, waterspout presence and wind gusts within 15km radius. Also, TSII turned to be invariant to the size of the system, thus allowing us to recognise small scale intense thunderstorms.
How to cite: Jelic, D., Malecic, B., Telisman Prtenjak, M., Belusic Vozila, A., Renko, T., and Megyeri, O. A.: Inspection of new thunderstorm intensity index, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16163, https://doi.org/10.5194/egusphere-egu21-16163, 2021.
Lightning data provide very high spatial and temporal resolution allowing us to decompose thunderstorms into smaller segments. By using those segments we introduce a new Thunderstorm Intensity Index (TSII). Based on the mathematical background of lightning jump, TSII aims to identify the area which is most affected by the storm. Such index captures location in space and time where a thunderstorm experienced a sudden positive change in lightning activity, using the Eulerian standpoint. The advantage is independence to total number of flashes produced by the storm (which can vary significantly), and high temporal monitoring (2 min). An ongoing research (within SWALDRIC project) is performed on period of 11 years of lightning data and in a study area of NE Adriatic region. Validation is done against precipitation, wind, hail, waterspouts and comparison with ERA5 instability indices is made. Results show very good agreement between higher rain intensities and total precipitation in vicinity of TSII. Good agreement with hail occurrence, waterspout presence and wind gusts within 15km radius. Also, TSII turned to be invariant to the size of the system, thus allowing us to recognise small scale intense thunderstorms.
How to cite: Jelic, D., Malecic, B., Telisman Prtenjak, M., Belusic Vozila, A., Renko, T., and Megyeri, O. A.: Inspection of new thunderstorm intensity index, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16163, https://doi.org/10.5194/egusphere-egu21-16163, 2021.
EGU21-9586 | vPICO presentations | NH1.6 | Highlight
X-rays observations at the Säntis Tower: Preliminary resultsAntonio Sunjerga, Pasan Hettiarachchi, David Smith, Marcos Rubinstein, Vernon Cooray, Mohammad Azadifar, Amirhossein Mostajabi, and Farhad Rachidi
X-ray production has been unambiguously observed in case of natural downward lightning and artificial rocket-and-wire lightning (e.g., [1],[2]). In the case of natural upward lightning, strong x-ray bursts have been observed from one event initiated from a wind turbine in Japan [3]. Low-energy x-rays have also been observed from upward flashes at the Gaisberg Tower in Austria [4].
We present data associated with five negative upward flashes occurred at the Säntis Tower in Switzerland in 2020. The data consist of simultaneous measurements of x-rays from two different sensors, lightning current measurements at the tower and nearby electric field observations. X-ray emissions were observed prior to some of the return strokes in two out of the five flashes.
The observed X-rays, which were observed just prior to the return stroke phase, are characterized by initial bursts of some hundreds of keV, followed by a rapid increase to values exceeding 1 MeV, less than a microsecond before the initiation of the return stroke.
All of the observed X-ray events occurred for return strokes with relatively large peak currents (greater than 8 kA), which were preceded by high electric field changes. For that reason, our electric field sensor was saturated in most cases at about 5 microseconds prior to the initiation of the return stroke. The dynamic range of the electric field sensor has now been modified to avoid saturation, allowing to better identify the origin of the x-ray emissions in our future events.
For two out of the five analyzed upward negative flashes, we have also observed x-rays during the development of the dart leader phase. These observations are characterized by bursts with energy levels of several tens to hundreds of keV during the earlier phase of the dart leader process and exceeding 1 MeV during the late phase.
[1] Moore, C. B., Eack, K. B., Aulich, G. D., & Rison, W. (2001). Energetic radiation associated with lightning stepped-leaders. Geophysical Research Letters, 28(11), 2141–2144. https://doi.org/10.1029/2001gl013140
[2] Dwyer, J. R. (2003). Energetic Radiation Produced During Rocket-Triggered Lightning. Science, 299(5607), 694–697. https://doi.org/10.1126/science.1078940
[3] Bowers, G. S., Smith, D. M., Martinez‐McKinney, G. F., Kamogawa, M., Cummer, S. A., Dwyer, J. R., Wang, D., Stock, M., & Kawasaki, Z. (2017). Gamma Ray Signatures of Neutrons From a Terrestrial Gamma Ray Flash. Geophysical Research Letters, 44(19). https://doi.org/10.1002/2017gl075071
[4] Hettiarachchi, P., Cooray, V., Diendorfer, G., Pichler, H., Dwyer, J., & Rahman, M. (2018). X-ray Observations at Gaisberg Tower. Atmosphere, 9(1), 20. https://doi.org/10.3390/atmos9010020
How to cite: Sunjerga, A., Hettiarachchi, P., Smith, D., Rubinstein, M., Cooray, V., Azadifar, M., Mostajabi, A., and Rachidi, F.: X-rays observations at the Säntis Tower: Preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9586, https://doi.org/10.5194/egusphere-egu21-9586, 2021.
X-ray production has been unambiguously observed in case of natural downward lightning and artificial rocket-and-wire lightning (e.g., [1],[2]). In the case of natural upward lightning, strong x-ray bursts have been observed from one event initiated from a wind turbine in Japan [3]. Low-energy x-rays have also been observed from upward flashes at the Gaisberg Tower in Austria [4].
We present data associated with five negative upward flashes occurred at the Säntis Tower in Switzerland in 2020. The data consist of simultaneous measurements of x-rays from two different sensors, lightning current measurements at the tower and nearby electric field observations. X-ray emissions were observed prior to some of the return strokes in two out of the five flashes.
The observed X-rays, which were observed just prior to the return stroke phase, are characterized by initial bursts of some hundreds of keV, followed by a rapid increase to values exceeding 1 MeV, less than a microsecond before the initiation of the return stroke.
All of the observed X-ray events occurred for return strokes with relatively large peak currents (greater than 8 kA), which were preceded by high electric field changes. For that reason, our electric field sensor was saturated in most cases at about 5 microseconds prior to the initiation of the return stroke. The dynamic range of the electric field sensor has now been modified to avoid saturation, allowing to better identify the origin of the x-ray emissions in our future events.
For two out of the five analyzed upward negative flashes, we have also observed x-rays during the development of the dart leader phase. These observations are characterized by bursts with energy levels of several tens to hundreds of keV during the earlier phase of the dart leader process and exceeding 1 MeV during the late phase.
[1] Moore, C. B., Eack, K. B., Aulich, G. D., & Rison, W. (2001). Energetic radiation associated with lightning stepped-leaders. Geophysical Research Letters, 28(11), 2141–2144. https://doi.org/10.1029/2001gl013140
[2] Dwyer, J. R. (2003). Energetic Radiation Produced During Rocket-Triggered Lightning. Science, 299(5607), 694–697. https://doi.org/10.1126/science.1078940
[3] Bowers, G. S., Smith, D. M., Martinez‐McKinney, G. F., Kamogawa, M., Cummer, S. A., Dwyer, J. R., Wang, D., Stock, M., & Kawasaki, Z. (2017). Gamma Ray Signatures of Neutrons From a Terrestrial Gamma Ray Flash. Geophysical Research Letters, 44(19). https://doi.org/10.1002/2017gl075071
[4] Hettiarachchi, P., Cooray, V., Diendorfer, G., Pichler, H., Dwyer, J., & Rahman, M. (2018). X-ray Observations at Gaisberg Tower. Atmosphere, 9(1), 20. https://doi.org/10.3390/atmos9010020
How to cite: Sunjerga, A., Hettiarachchi, P., Smith, D., Rubinstein, M., Cooray, V., Azadifar, M., Mostajabi, A., and Rachidi, F.: X-rays observations at the Säntis Tower: Preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9586, https://doi.org/10.5194/egusphere-egu21-9586, 2021.
EGU21-3141 | vPICO presentations | NH1.6
First observation of significant long-lasting Thunderstorm Ground Enhancements on the Milešovka peak (altitude 837 m) in CzechiaIvana Kolmašová, Ondřej Santolík, Ondřej Ploc, Ronald Langer, Jana Popová, Zbyněk Sokol, Petr Zacharov, Jakub Šlegl, Gerhard Diendorfer, Igor Strhárský, Radek Lán, and Martin Kákona
Bursts of gamma rays observed on the Earth’s surface – so called Thunderstorm Ground Enhancements (TGE) were detected by a plastic scintillator (disassembled from the particle detector SEVAN) located in the observatory building on the Milešovka peak (50.6N, 13.9E, altitude 837 m) in Czechia. The TGEs observed during two thunderstorms on 23 April 2018 respectively lasted 65 and 15 minutes and exceeded the background radiation levels by 30 and 40 percent.
The first storm was a part of an evolving squall line which crossed the Milešovka peak. The second storm was probably a supercell, which moved near Milešovka but did not hit its top. Both storms caused heavy precipitation and strong wind gusts. The onset of the TGEs preceded the onset of precipitation by approximately 8 minutes. During the increases of TGE radiation, the European lightning detection network EUCLID detected numerous predominantly negative intracloud lightning discharges at distances closer than 5 km from the particle detector.
To understand the conditions for the TGE observation we investigated the data collected during the enhancements by a Ka-band cloud radar, an electric field mill, and a broadband electromagnetic receiver installed in the Milešovka peak observatory. Using the cloud radar measurements, we estimated the vertical extent of the thunderclouds. The cloud base was found at about 500 m above the observatory. Estimated heights of the cloud tops for the two storms were 12 and 8 km, respectively, indicating that the storm center of the second storm was not directly above the cloud radar. The updraft velocities reached 10 m/s. A composition of hydrometeors suggested good conditions for cloud electrification.
We have found that the increases of TGE radiation corresponded to the large negative electric fields (up to – 20 kV/m) measured by the electric field mill rather than to individual discharges. We also identified numerous microsecond-scale pulses in the broadband magnetic field records, which can be attributed to corona-type discharges occurring near the receiving antenna in high local electric fields below the thunderstorm.
Based on our analysis we assume that observed TGEs corresponded to the bremsstrahlung generated during collisions of electrons accelerated in the thunderstorm electric field with the air molecules. Because of a very small number of cloud-to-ground lighting discharges we hypothesize that the electrons might have been accelerated by a strong lower positive charge center at the bottom of the thundercloud. As the TGE radiation increases were unusually long, we speculate that their later part might have been assigned to the radon progeny which was lifted to the atmosphere by a near-surface electric field and returned back to the ground with the rain precipitation.
How to cite: Kolmašová, I., Santolík, O., Ploc, O., Langer, R., Popová, J., Sokol, Z., Zacharov, P., Šlegl, J., Diendorfer, G., Strhárský, I., Lán, R., and Kákona, M.: First observation of significant long-lasting Thunderstorm Ground Enhancements on the Milešovka peak (altitude 837 m) in Czechia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3141, https://doi.org/10.5194/egusphere-egu21-3141, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Bursts of gamma rays observed on the Earth’s surface – so called Thunderstorm Ground Enhancements (TGE) were detected by a plastic scintillator (disassembled from the particle detector SEVAN) located in the observatory building on the Milešovka peak (50.6N, 13.9E, altitude 837 m) in Czechia. The TGEs observed during two thunderstorms on 23 April 2018 respectively lasted 65 and 15 minutes and exceeded the background radiation levels by 30 and 40 percent.
The first storm was a part of an evolving squall line which crossed the Milešovka peak. The second storm was probably a supercell, which moved near Milešovka but did not hit its top. Both storms caused heavy precipitation and strong wind gusts. The onset of the TGEs preceded the onset of precipitation by approximately 8 minutes. During the increases of TGE radiation, the European lightning detection network EUCLID detected numerous predominantly negative intracloud lightning discharges at distances closer than 5 km from the particle detector.
To understand the conditions for the TGE observation we investigated the data collected during the enhancements by a Ka-band cloud radar, an electric field mill, and a broadband electromagnetic receiver installed in the Milešovka peak observatory. Using the cloud radar measurements, we estimated the vertical extent of the thunderclouds. The cloud base was found at about 500 m above the observatory. Estimated heights of the cloud tops for the two storms were 12 and 8 km, respectively, indicating that the storm center of the second storm was not directly above the cloud radar. The updraft velocities reached 10 m/s. A composition of hydrometeors suggested good conditions for cloud electrification.
We have found that the increases of TGE radiation corresponded to the large negative electric fields (up to – 20 kV/m) measured by the electric field mill rather than to individual discharges. We also identified numerous microsecond-scale pulses in the broadband magnetic field records, which can be attributed to corona-type discharges occurring near the receiving antenna in high local electric fields below the thunderstorm.
Based on our analysis we assume that observed TGEs corresponded to the bremsstrahlung generated during collisions of electrons accelerated in the thunderstorm electric field with the air molecules. Because of a very small number of cloud-to-ground lighting discharges we hypothesize that the electrons might have been accelerated by a strong lower positive charge center at the bottom of the thundercloud. As the TGE radiation increases were unusually long, we speculate that their later part might have been assigned to the radon progeny which was lifted to the atmosphere by a near-surface electric field and returned back to the ground with the rain precipitation.
How to cite: Kolmašová, I., Santolík, O., Ploc, O., Langer, R., Popová, J., Sokol, Z., Zacharov, P., Šlegl, J., Diendorfer, G., Strhárský, I., Lán, R., and Kákona, M.: First observation of significant long-lasting Thunderstorm Ground Enhancements on the Milešovka peak (altitude 837 m) in Czechia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3141, https://doi.org/10.5194/egusphere-egu21-3141, 2021.
EGU21-8667 | vPICO presentations | NH1.6
Simulations of electric field at the initiation altitudes of sprites and halos generated by the thundercloud charge structure and lightning channels of causative return strokesPetr Kaspar, Ivana Kolmasova, Ondrej Santolik, Martin Popek, Pavel Spurny, and Jiri Borovicka
Sprites and halos are transient luminous events occurring above thunderclouds. They can be observed simultaneously or they can also appear individually. Circumstances leading to initiation of these events are still not completely understood. In order to clarify the role of lightning channels of causative lightning return strokes and the corresponding thundercloud charge structure, we have developed a new model of electric field amplitudes at halo/sprite altitudes. It consists of electrostatic and inductive components of the electromagnetic field generated by the lightning channel in free space at a height of 15 km. Above this altitude we solve Maxwell’s equations self-consistently including the nonlinear effects of heating and ionization/attachment of the electrons. At the same time, we investigate the role of a development of the thundercloud charge structure and related induced charges above the thundercloud. We show how these charges lead to the different distributions of the electric field at the initiation heights of the halos and sprites. We adjust free parameters of the model using observations of halos and sprites at the Nydek TLE observatory and using measurements of luminosity curves of the corresponding return strokes measured by an array of fast photometers. The latter measurements are also used to set the boundary conditions of the model.
How to cite: Kaspar, P., Kolmasova, I., Santolik, O., Popek, M., Spurny, P., and Borovicka, J.: Simulations of electric field at the initiation altitudes of sprites and halos generated by the thundercloud charge structure and lightning channels of causative return strokes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8667, https://doi.org/10.5194/egusphere-egu21-8667, 2021.
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Sprites and halos are transient luminous events occurring above thunderclouds. They can be observed simultaneously or they can also appear individually. Circumstances leading to initiation of these events are still not completely understood. In order to clarify the role of lightning channels of causative lightning return strokes and the corresponding thundercloud charge structure, we have developed a new model of electric field amplitudes at halo/sprite altitudes. It consists of electrostatic and inductive components of the electromagnetic field generated by the lightning channel in free space at a height of 15 km. Above this altitude we solve Maxwell’s equations self-consistently including the nonlinear effects of heating and ionization/attachment of the electrons. At the same time, we investigate the role of a development of the thundercloud charge structure and related induced charges above the thundercloud. We show how these charges lead to the different distributions of the electric field at the initiation heights of the halos and sprites. We adjust free parameters of the model using observations of halos and sprites at the Nydek TLE observatory and using measurements of luminosity curves of the corresponding return strokes measured by an array of fast photometers. The latter measurements are also used to set the boundary conditions of the model.
How to cite: Kaspar, P., Kolmasova, I., Santolik, O., Popek, M., Spurny, P., and Borovicka, J.: Simulations of electric field at the initiation altitudes of sprites and halos generated by the thundercloud charge structure and lightning channels of causative return strokes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8667, https://doi.org/10.5194/egusphere-egu21-8667, 2021.
EGU21-11004 | vPICO presentations | NH1.6
Estimation of the global occurrence rate of elves with Mini-EUSOMatteo Battisti, Enrico Arnone, Mario Bertaina, Marco Casolino, Laura Marcelli, and Lech Wiktor Piotrowski
Elves are the most common type of transient luminous events, with estimates of their global occurrence rate ranging from a few to a few tens per minute. Here, we present the first derivation of the global occurrence rate of elves from Mini-EUSO observations. Mini-EUSO is a wide field of view, space-based telescope operating from a nadir-facing UV-transparent window in the Russian Zvezda module on the International Space Station. It observes the Earth’s atmosphere in the UV band with a spatial resolution of about 6.3 km and a temporal resolution of 2.5 μs. Its optical system made of two 25 cm diameter Fresnel lenses focuses the light into a square array of 48x48 pixels, each pixel being capable of single photon counting. Originally designed to detect the faint fluorescence light produced by extensive air showers induced by extreme energy cosmic rays, it was shown to be capable of detecting a wide range of atmospheric phenomena, including elves. Elves are dynamically traced by Mini-EUSO in their horizontally expanding, fast donut-shaped light emissions and can therefore be unequivocally identified. Mini-EUSO can usually detect elves whose center is just outside the field of view, following the expansion of the ring for hundreds of microseconds. Combining the number of detected elves with consideration of the time and geometries, it is possible to derive a first estimate of their global occurrence rate with Mini-EUSO, and to compare it to the literature.
How to cite: Battisti, M., Arnone, E., Bertaina, M., Casolino, M., Marcelli, L., and Piotrowski, L. W.: Estimation of the global occurrence rate of elves with Mini-EUSO, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11004, https://doi.org/10.5194/egusphere-egu21-11004, 2021.
Elves are the most common type of transient luminous events, with estimates of their global occurrence rate ranging from a few to a few tens per minute. Here, we present the first derivation of the global occurrence rate of elves from Mini-EUSO observations. Mini-EUSO is a wide field of view, space-based telescope operating from a nadir-facing UV-transparent window in the Russian Zvezda module on the International Space Station. It observes the Earth’s atmosphere in the UV band with a spatial resolution of about 6.3 km and a temporal resolution of 2.5 μs. Its optical system made of two 25 cm diameter Fresnel lenses focuses the light into a square array of 48x48 pixels, each pixel being capable of single photon counting. Originally designed to detect the faint fluorescence light produced by extensive air showers induced by extreme energy cosmic rays, it was shown to be capable of detecting a wide range of atmospheric phenomena, including elves. Elves are dynamically traced by Mini-EUSO in their horizontally expanding, fast donut-shaped light emissions and can therefore be unequivocally identified. Mini-EUSO can usually detect elves whose center is just outside the field of view, following the expansion of the ring for hundreds of microseconds. Combining the number of detected elves with consideration of the time and geometries, it is possible to derive a first estimate of their global occurrence rate with Mini-EUSO, and to compare it to the literature.
How to cite: Battisti, M., Arnone, E., Bertaina, M., Casolino, M., Marcelli, L., and Piotrowski, L. W.: Estimation of the global occurrence rate of elves with Mini-EUSO, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11004, https://doi.org/10.5194/egusphere-egu21-11004, 2021.
EGU21-11940 | vPICO presentations | NH1.6 | Highlight
Observation of ELVES from the International Space Station with the Mini-EUSO telescopeMarco Casolino, Mario Bertaina, Enrico Arnone, Laura Marcelli, Lech Piotrowski, and Matteo Battisti
Mini-EUSO is a telescope that observes the Earth from the International Space Station by recording ultraviolet emissions (290 ÷ 430 nm) of cosmic, atmospheric and terrestrial origin with a field of view of 44◦, a spatial resolution of 6.3 km and a temporal resolution of 2.5 mus.
The instrument is based on an optical system composed of two Fresnel lenses and a focal surface composed of 36 multi-anode photomultiplier tubes, 64 channels each, for a total of 2304 channels with single photon counting sensitivity.
Mini-EUSO is a UV telescope launched in 2019 and observing the Earth from the inside the Russian Zvezda module, through a nadir-facing UV-transparent.
It is composed of a Fresnel optics (25 cm diameter, 44 deg field of view) and a Multi Anode Photomultiplier focal surface (2304 pixels, 6km on the surface) with a single-photon counting capability and a sampling rate of 400kHz.
Its scientific objectives include the search for ultra-high energy cosmic rays (E>1e21eV), the study of meteors and search for interstellar objects and Strange Quark Matter, the mapping of the Earth's night-time ultraviolet emissions, the search for space debris.
The characteristcs of the detector make it also well suited for the detection of TLEs, especially ELVES and the study of its development to extract spatial and temporal evolution. In this article we will focus our attention on the observation of single and multi-ringed elves.
How to cite: Casolino, M., Bertaina, M., Arnone, E., Marcelli, L., Piotrowski, L., and Battisti, M.: Observation of ELVES from the International Space Station with the Mini-EUSO telescope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11940, https://doi.org/10.5194/egusphere-egu21-11940, 2021.
Mini-EUSO is a telescope that observes the Earth from the International Space Station by recording ultraviolet emissions (290 ÷ 430 nm) of cosmic, atmospheric and terrestrial origin with a field of view of 44◦, a spatial resolution of 6.3 km and a temporal resolution of 2.5 mus.
The instrument is based on an optical system composed of two Fresnel lenses and a focal surface composed of 36 multi-anode photomultiplier tubes, 64 channels each, for a total of 2304 channels with single photon counting sensitivity.
Mini-EUSO is a UV telescope launched in 2019 and observing the Earth from the inside the Russian Zvezda module, through a nadir-facing UV-transparent.
It is composed of a Fresnel optics (25 cm diameter, 44 deg field of view) and a Multi Anode Photomultiplier focal surface (2304 pixels, 6km on the surface) with a single-photon counting capability and a sampling rate of 400kHz.
Its scientific objectives include the search for ultra-high energy cosmic rays (E>1e21eV), the study of meteors and search for interstellar objects and Strange Quark Matter, the mapping of the Earth's night-time ultraviolet emissions, the search for space debris.
The characteristcs of the detector make it also well suited for the detection of TLEs, especially ELVES and the study of its development to extract spatial and temporal evolution. In this article we will focus our attention on the observation of single and multi-ringed elves.
How to cite: Casolino, M., Bertaina, M., Arnone, E., Marcelli, L., Piotrowski, L., and Battisti, M.: Observation of ELVES from the International Space Station with the Mini-EUSO telescope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11940, https://doi.org/10.5194/egusphere-egu21-11940, 2021.
EGU21-16407 | vPICO presentations | NH1.6
Estimation of the electric field and the altitude from spectrophotometric observations in limb-viewing geometryMatthieu Garnung, Sebastien Celestin, and Thomas Farges
Sprites are bright and sudden events occuring above thunderstorms between 40 and 90 km altitude. These phenomena are usually observed using ground-based cameras and from spacecrafts. The Imager of Sprites and Upper Atmospheric Lightning (ISUAL), a payload on the FORMOSAT-2 satellite, recorded several sprite events during its mission. Contrary to JEM-GLIMS (JAXA) or ASIM (ESA), which are space missions dedicated to the observation of TLEs from a nadir-viewing geometry, ISUAL used a limb-viewing geometry. This configuration offers the possibility to directly estimate the altitude of the event from its camera.
The challenge consists in estimating the altitude and the electric field from spectrophotometer measurements. The method of the spectrophotometric ratios consists to use ratios computed from different band systems to estimate the altitude and the electric field. It is the one of the most encouraging to achieve this goal.
In this work, we propose a method to estimate the electric field and the altitude from an observation made by the ISUAL instrument using the following ratios LBH/1PN2, 2PN2/1PN2 and LBH/1NN2+. We show that some spectroscopic ratios are more useful then others and point out some limitations of this approach that will need to be widen to nadir-viewing geometry observations.
How to cite: Garnung, M., Celestin, S., and Farges, T.: Estimation of the electric field and the altitude from spectrophotometric observations in limb-viewing geometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16407, https://doi.org/10.5194/egusphere-egu21-16407, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Sprites are bright and sudden events occuring above thunderstorms between 40 and 90 km altitude. These phenomena are usually observed using ground-based cameras and from spacecrafts. The Imager of Sprites and Upper Atmospheric Lightning (ISUAL), a payload on the FORMOSAT-2 satellite, recorded several sprite events during its mission. Contrary to JEM-GLIMS (JAXA) or ASIM (ESA), which are space missions dedicated to the observation of TLEs from a nadir-viewing geometry, ISUAL used a limb-viewing geometry. This configuration offers the possibility to directly estimate the altitude of the event from its camera.
The challenge consists in estimating the altitude and the electric field from spectrophotometer measurements. The method of the spectrophotometric ratios consists to use ratios computed from different band systems to estimate the altitude and the electric field. It is the one of the most encouraging to achieve this goal.
In this work, we propose a method to estimate the electric field and the altitude from an observation made by the ISUAL instrument using the following ratios LBH/1PN2, 2PN2/1PN2 and LBH/1NN2+. We show that some spectroscopic ratios are more useful then others and point out some limitations of this approach that will need to be widen to nadir-viewing geometry observations.
How to cite: Garnung, M., Celestin, S., and Farges, T.: Estimation of the electric field and the altitude from spectrophotometric observations in limb-viewing geometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16407, https://doi.org/10.5194/egusphere-egu21-16407, 2021.
EGU21-1695 | vPICO presentations | NH1.6
Dancing Sprites Above a Lightning Mapping Array - an analysis of the storm and flash/sprite developmentsMaja Tomicic, Serge Soula, Thomas Farges, Serge Prieur, and Eric Defer
This study is a multi-instrumental analysis of a ~20-hour duration northwestern Mediterranean storm on September 21, 2019 that produced 21 sprites recorded with a video camera, of which 19 (90 %) were dancing sprites. A dancing sprite is a phenomenon in which sequences of sprites appear in succession with time intervals of no more than a few hundred milliseconds. For the most part, the individual sprites are a consequence of discrete strokes from one extended lightning flash. In this case, we find that 87.5% of the sprite sequences were triggered by distinct positive cloud-to-ground (+CG) strokes. The time between successive sprite parent (SP)+CG strokes within the same dancing sprite was between 40 and 516 ms, and the distance ranged between 2 and 87 km. The storm size and vertical development were analyzed from the infrared radiometer onboard Meteosat Second Generation satellite and the lightning activity was documented with several lightning location systems (LLS): the French LF network (Météorage), the GLD360 network operated by Vaisala company, the VHF SAETTA Lightning Mapping Array (LMA) system located in Corsica. Additionally, the vertical electric field at the time of the dancing sprites was measured with a broadband ELF vertical dipole whip antenna ~700 km away from the storm. The SAETTA LMA allows to map the SP+CG flashes in their both full extent and temporal evolution, and to infer the charge structure of the parent storm. We show that the SP+CG flashes followed a common propagation: they originated from the convective and very electrically active regions of the storm, and then escaped and extended horizontally far (tens of km) into the stratiform cloud region. Most of the sprites were triggered by +CG strokes in the stratiform region often following flash development resembling cutoff of a long negative leader. Additionally, we present a detailed analysis of two dancing sprite events in which the SP+CGs triggered new bidirectional breakdown with fast moving leaders that extended into the stratiform cloud region and resulted in new SP+CG strokes. In both events, we find in both LLS and ELF vertical electric field records, that the last sprite sequence was triggered by three almost simultaneous +CG strokes.
How to cite: Tomicic, M., Soula, S., Farges, T., Prieur, S., and Defer, E.: Dancing Sprites Above a Lightning Mapping Array - an analysis of the storm and flash/sprite developments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1695, https://doi.org/10.5194/egusphere-egu21-1695, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
This study is a multi-instrumental analysis of a ~20-hour duration northwestern Mediterranean storm on September 21, 2019 that produced 21 sprites recorded with a video camera, of which 19 (90 %) were dancing sprites. A dancing sprite is a phenomenon in which sequences of sprites appear in succession with time intervals of no more than a few hundred milliseconds. For the most part, the individual sprites are a consequence of discrete strokes from one extended lightning flash. In this case, we find that 87.5% of the sprite sequences were triggered by distinct positive cloud-to-ground (+CG) strokes. The time between successive sprite parent (SP)+CG strokes within the same dancing sprite was between 40 and 516 ms, and the distance ranged between 2 and 87 km. The storm size and vertical development were analyzed from the infrared radiometer onboard Meteosat Second Generation satellite and the lightning activity was documented with several lightning location systems (LLS): the French LF network (Météorage), the GLD360 network operated by Vaisala company, the VHF SAETTA Lightning Mapping Array (LMA) system located in Corsica. Additionally, the vertical electric field at the time of the dancing sprites was measured with a broadband ELF vertical dipole whip antenna ~700 km away from the storm. The SAETTA LMA allows to map the SP+CG flashes in their both full extent and temporal evolution, and to infer the charge structure of the parent storm. We show that the SP+CG flashes followed a common propagation: they originated from the convective and very electrically active regions of the storm, and then escaped and extended horizontally far (tens of km) into the stratiform cloud region. Most of the sprites were triggered by +CG strokes in the stratiform region often following flash development resembling cutoff of a long negative leader. Additionally, we present a detailed analysis of two dancing sprite events in which the SP+CGs triggered new bidirectional breakdown with fast moving leaders that extended into the stratiform cloud region and resulted in new SP+CG strokes. In both events, we find in both LLS and ELF vertical electric field records, that the last sprite sequence was triggered by three almost simultaneous +CG strokes.
How to cite: Tomicic, M., Soula, S., Farges, T., Prieur, S., and Defer, E.: Dancing Sprites Above a Lightning Mapping Array - an analysis of the storm and flash/sprite developments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1695, https://doi.org/10.5194/egusphere-egu21-1695, 2021.
EGU21-1724 | vPICO presentations | NH1.6
Catalog of TGEs observed at Aragats during 2008-2020Davit Aslanyan, Ashot Chilingarian, Tigran Karapetyan, and Gagik Hovsepyan
For 12 years we monitored particle fluxes on Mt. Aragats 7/24 and discovered the most
powerful natural electron accelerator operated in the thunderclouds. This natural electron
accelerator provided more than 450 Thunderstorm Ground enhancement events (TGEs). We
make exhausting analysis of these events and will present yearly and monthly distributions,
as well the day hour distributions. Also, we will present the distribution of the outside
temperature and precipitation occurrences which are correlated with particle fluxes. We
address questions about TGE evolution and atmospheric conditions supporting the
origination of the relativistic runaway electron avalanches and demonstrate the relativistic
runaway electron avalanche is possible on Aragats only in Spring-Autumn seasons.
How to cite: Aslanyan, D., Chilingarian, A., Karapetyan, T., and Hovsepyan, G.: Catalog of TGEs observed at Aragats during 2008-2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1724, https://doi.org/10.5194/egusphere-egu21-1724, 2021.
For 12 years we monitored particle fluxes on Mt. Aragats 7/24 and discovered the most
powerful natural electron accelerator operated in the thunderclouds. This natural electron
accelerator provided more than 450 Thunderstorm Ground enhancement events (TGEs). We
make exhausting analysis of these events and will present yearly and monthly distributions,
as well the day hour distributions. Also, we will present the distribution of the outside
temperature and precipitation occurrences which are correlated with particle fluxes. We
address questions about TGE evolution and atmospheric conditions supporting the
origination of the relativistic runaway electron avalanches and demonstrate the relativistic
runaway electron avalanche is possible on Aragats only in Spring-Autumn seasons.
How to cite: Aslanyan, D., Chilingarian, A., Karapetyan, T., and Hovsepyan, G.: Catalog of TGEs observed at Aragats during 2008-2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1724, https://doi.org/10.5194/egusphere-egu21-1724, 2021.
EGU21-2540 | vPICO presentations | NH1.6
Observation of TGFs at Mid LatitudeCarolina Maiorana, Martino Marisaldi, Martin Füllekrug, Serge Soula, Jeff Lapierre, Andrey Mezentsev, Chris Alexander Skeie, Matthias Heumesser, Olivier Chanrion, Nikolai Østgaard, Torsten Neubert, and Victor Reglero
We present a sample of Terrestrial Gamma-ray Flashes (TGFs) observed at mid latitudes by the Atmosphere Space Interaction Monitor (ASIM). The events were detected over the period June 2018 - August 2020 in the latitude bands between 35° and 51° and between -35° and -51°; the sample includes the first observations above ±38°. The characteristics of these mid-latitude events are consistent with the global population concerning the number of counts, but durations are significantly shorter. We also analyze the meteorological context and the general evolution of the parent storms and we show that the storms are not extreme in terms of total duration and extension. Finally, we present an estimation of the TGF occurrence rate at mid latitudes, based on ASIM's exposure, the local flash rate and tropopause altitude, and we show that it is outside but very close to two standard deviation from the rate of production at tropical latitudes, corrected by the higher atmospheric absorption of higher latitudes. This means that atmospheric absorption plays a major role in the detection of TGFs at mid latitudes, but we cannot rule out other factors.
How to cite: Maiorana, C., Marisaldi, M., Füllekrug, M., Soula, S., Lapierre, J., Mezentsev, A., Skeie, C. A., Heumesser, M., Chanrion, O., Østgaard, N., Neubert, T., and Reglero, V.: Observation of TGFs at Mid Latitude, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2540, https://doi.org/10.5194/egusphere-egu21-2540, 2021.
We present a sample of Terrestrial Gamma-ray Flashes (TGFs) observed at mid latitudes by the Atmosphere Space Interaction Monitor (ASIM). The events were detected over the period June 2018 - August 2020 in the latitude bands between 35° and 51° and between -35° and -51°; the sample includes the first observations above ±38°. The characteristics of these mid-latitude events are consistent with the global population concerning the number of counts, but durations are significantly shorter. We also analyze the meteorological context and the general evolution of the parent storms and we show that the storms are not extreme in terms of total duration and extension. Finally, we present an estimation of the TGF occurrence rate at mid latitudes, based on ASIM's exposure, the local flash rate and tropopause altitude, and we show that it is outside but very close to two standard deviation from the rate of production at tropical latitudes, corrected by the higher atmospheric absorption of higher latitudes. This means that atmospheric absorption plays a major role in the detection of TGFs at mid latitudes, but we cannot rule out other factors.
How to cite: Maiorana, C., Marisaldi, M., Füllekrug, M., Soula, S., Lapierre, J., Mezentsev, A., Skeie, C. A., Heumesser, M., Chanrion, O., Østgaard, N., Neubert, T., and Reglero, V.: Observation of TGFs at Mid Latitude, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2540, https://doi.org/10.5194/egusphere-egu21-2540, 2021.
EGU21-3250 | vPICO presentations | NH1.6
Constraining the Origin Altitude of the first Satellite-Detected Reverse-Beam Terrestrial Gamma-ray Flash Produced by a Cloud-to-Ground Lightning Leader.Jeffrey Chaffin, David Smith, Steven Cummer, Yunjiao Pu, and Michael Splitt
We provide an updated analysis of the gamma-ray signature of a terrestrial gamma ray flash (TGF) detected by the Fermi Gamma-ray Burst Monitor first reported by Pu et al. 2020. Gamma-ray photons were produced 3ms prior to a negative cloud-to-ground return stroke and were close to simultaneous with an isolated low frequency radio pulse during the leaders propagation, with a polarity indicating downward moving negative charge. This ‘slow’ low frequency signal occurring prior to the main discharge has previously been strongly correlated with upward directed TGF events (Pu et al. 2019, Cummer et al. 2011) leading the authors to conclude that the Fermi detected counts just prior to the return stroke are the result of a reverse positron beam generating upward directed gamma rays. We investigate the feasibility of this scenario and constrain the limits on the origin altitude from the perspective of the gamma-ray signature timing uncertainties, TGF Monte Carlo simulations, estimates of intrinsic brightness as a function of altitude, and meteorological analysis of the storm and its possible charge structure and altitude.
How to cite: Chaffin, J., Smith, D., Cummer, S., Pu, Y., and Splitt, M.: Constraining the Origin Altitude of the first Satellite-Detected Reverse-Beam Terrestrial Gamma-ray Flash Produced by a Cloud-to-Ground Lightning Leader. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3250, https://doi.org/10.5194/egusphere-egu21-3250, 2021.
We provide an updated analysis of the gamma-ray signature of a terrestrial gamma ray flash (TGF) detected by the Fermi Gamma-ray Burst Monitor first reported by Pu et al. 2020. Gamma-ray photons were produced 3ms prior to a negative cloud-to-ground return stroke and were close to simultaneous with an isolated low frequency radio pulse during the leaders propagation, with a polarity indicating downward moving negative charge. This ‘slow’ low frequency signal occurring prior to the main discharge has previously been strongly correlated with upward directed TGF events (Pu et al. 2019, Cummer et al. 2011) leading the authors to conclude that the Fermi detected counts just prior to the return stroke are the result of a reverse positron beam generating upward directed gamma rays. We investigate the feasibility of this scenario and constrain the limits on the origin altitude from the perspective of the gamma-ray signature timing uncertainties, TGF Monte Carlo simulations, estimates of intrinsic brightness as a function of altitude, and meteorological analysis of the storm and its possible charge structure and altitude.
How to cite: Chaffin, J., Smith, D., Cummer, S., Pu, Y., and Splitt, M.: Constraining the Origin Altitude of the first Satellite-Detected Reverse-Beam Terrestrial Gamma-ray Flash Produced by a Cloud-to-Ground Lightning Leader. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3250, https://doi.org/10.5194/egusphere-egu21-3250, 2021.
EGU21-4600 | vPICO presentations | NH1.6 | Highlight
New highlights of gamma-ray observations by ASIMNikolai Ostgaard, Andrey Mezentsev, Martino Marisaldi, Pavlo Kochkin, Torsten Neubert, Victor Reglero, Olivier Chanrion, Nikolai Lehtinen, David Sarria, Chris Skeie, Ingrid Bjørge-Engeland, Anders Lindanger, Freddy Christiansen, Kjetil Ullaland, Georgi Genov, and Carl Budzt-Jørgensen
ASIM has now observed several hundreds of TGFs since the launch in 2018. Highlights and new science from the first ten months of observations were presented in Østgaard et al. (2019) paper. In this presentation we will present observational highlights from the last 1.5 year, when the relative timing accuracy between the TGF observations and the optical measurements is +/- 5 us (compared to +/- 80 us before march 2019). This includes many more simultaneous TGF and Elve observations, high flux TGFs, double TGFs simultaneous with double optical pulses and many TGFs with good radio measurements. ASIM has also observed several Gamma Ray Bursts.
How to cite: Ostgaard, N., Mezentsev, A., Marisaldi, M., Kochkin, P., Neubert, T., Reglero, V., Chanrion, O., Lehtinen, N., Sarria, D., Skeie, C., Bjørge-Engeland, I., Lindanger, A., Christiansen, F., Ullaland, K., Genov, G., and Budzt-Jørgensen, C.: New highlights of gamma-ray observations by ASIM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4600, https://doi.org/10.5194/egusphere-egu21-4600, 2021.
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ASIM has now observed several hundreds of TGFs since the launch in 2018. Highlights and new science from the first ten months of observations were presented in Østgaard et al. (2019) paper. In this presentation we will present observational highlights from the last 1.5 year, when the relative timing accuracy between the TGF observations and the optical measurements is +/- 5 us (compared to +/- 80 us before march 2019). This includes many more simultaneous TGF and Elve observations, high flux TGFs, double TGFs simultaneous with double optical pulses and many TGFs with good radio measurements. ASIM has also observed several Gamma Ray Bursts.
How to cite: Ostgaard, N., Mezentsev, A., Marisaldi, M., Kochkin, P., Neubert, T., Reglero, V., Chanrion, O., Lehtinen, N., Sarria, D., Skeie, C., Bjørge-Engeland, I., Lindanger, A., Christiansen, F., Ullaland, K., Genov, G., and Budzt-Jørgensen, C.: New highlights of gamma-ray observations by ASIM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4600, https://doi.org/10.5194/egusphere-egu21-4600, 2021.
EGU21-4785 | vPICO presentations | NH1.6
Constraining spectral models of a terrestrial gamma-ray flash from a terrestrial electron beam observation by the Atmosphere-Space Interactions MonitorDavid Sarria, Nikolai Østgaard, Pavlo Kochkin, Nikolai Lehtinen, Andrew Mezentsev, Martino Marisaldi, Anders Lindanger, Carolina Maiorana, Brant E. Carlson, Torsten Neubert, Victor Reglero, Kjetil Ullaland, Shiming Yang, Georgi Genov, Bilal Hasan Qureshi, Carl Budtz-Jørgensen, Irfan Kuvvetli, Freddy Christiansen, Olivier Chanrion, and Javier Navarro-Gonzalez and the Atmosphere-Space Interactions Monitor (ASIM) team
Terrestrial Gamma-ray Flashes (TGFs) are short flashes of high energy photons, produced by thunderstorms. When interacting with the atmosphere, they produce relativistic electrons and positrons, and a part gets bounded to geomagnetic field lines and travels large distances in space. This phenomenon is called a Terrestrial Electron Beam (TEB). The Atmosphere-Space Interactions Monitor (ASIM) mounted on-board the International Space Station detected a new TEB event on March 24, 2019, originating from a tropical cyclone, Johanina. Using ASIM's low energy detector, the TEB energy spectrum is resolved down to 50 keV. We provide a new method to contrain the TGF source spectrum based on the detected TEB spectrum. Applied to this event, it shows that only fully developed RREA spectrums are compatible with the observation. More specifically, assuming a TGF spectrum proportional to 1/E exp(-E/ε), the compatible models have ε ≥ 6.5 MeV. We could not exclude models with ε of 8 and 10 MeV. This is the first time the source energy spectrum of a TGF is contrained based on the detection of the associated TEB.
How to cite: Sarria, D., Østgaard, N., Kochkin, P., Lehtinen, N., Mezentsev, A., Marisaldi, M., Lindanger, A., Maiorana, C., Carlson, B. E., Neubert, T., Reglero, V., Ullaland, K., Yang, S., Genov, G., Qureshi, B. H., Budtz-Jørgensen, C., Kuvvetli, I., Christiansen, F., Chanrion, O., and Navarro-Gonzalez, J. and the Atmosphere-Space Interactions Monitor (ASIM) team: Constraining spectral models of a terrestrial gamma-ray flash from a terrestrial electron beam observation by the Atmosphere-Space Interactions Monitor, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4785, https://doi.org/10.5194/egusphere-egu21-4785, 2021.
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Terrestrial Gamma-ray Flashes (TGFs) are short flashes of high energy photons, produced by thunderstorms. When interacting with the atmosphere, they produce relativistic electrons and positrons, and a part gets bounded to geomagnetic field lines and travels large distances in space. This phenomenon is called a Terrestrial Electron Beam (TEB). The Atmosphere-Space Interactions Monitor (ASIM) mounted on-board the International Space Station detected a new TEB event on March 24, 2019, originating from a tropical cyclone, Johanina. Using ASIM's low energy detector, the TEB energy spectrum is resolved down to 50 keV. We provide a new method to contrain the TGF source spectrum based on the detected TEB spectrum. Applied to this event, it shows that only fully developed RREA spectrums are compatible with the observation. More specifically, assuming a TGF spectrum proportional to 1/E exp(-E/ε), the compatible models have ε ≥ 6.5 MeV. We could not exclude models with ε of 8 and 10 MeV. This is the first time the source energy spectrum of a TGF is contrained based on the detection of the associated TEB.
How to cite: Sarria, D., Østgaard, N., Kochkin, P., Lehtinen, N., Mezentsev, A., Marisaldi, M., Lindanger, A., Maiorana, C., Carlson, B. E., Neubert, T., Reglero, V., Ullaland, K., Yang, S., Genov, G., Qureshi, B. H., Budtz-Jørgensen, C., Kuvvetli, I., Christiansen, F., Chanrion, O., and Navarro-Gonzalez, J. and the Atmosphere-Space Interactions Monitor (ASIM) team: Constraining spectral models of a terrestrial gamma-ray flash from a terrestrial electron beam observation by the Atmosphere-Space Interactions Monitor, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4785, https://doi.org/10.5194/egusphere-egu21-4785, 2021.
EGU21-5015 | vPICO presentations | NH1.6
Spectral Analysis of Individual Terrestrial Gamma-ray Flashes Detected by ASIMAnders Lindanger, Martino Marisaldi, David Sarria, Nikolai Østgaard, Nikolai Lehtinen, Andrey Mezentsev, Pavlo Kochkin, Chris Alexander Skeie, Kjetil Ullaland, Shiming Yang, Georgi Genov, Brant Carlson, Torstein Neubert, Victor Reglero, Freddy Christiansen, Christoph Köhn, Carolina Maiorana, and Ingrid Bjørge-Engeland
Terrestrial Gamma-ray Flashes (TGFs) are sub-millisecond bursts of high-energy photons associated with lightning flashes in thunderstorms. The Atmosphere-Space Interactions Monitor (ASIM), launched in April 2018, is the first space mission specifically designed to detect TGFs. We will mainly focus on data from the High Energy Detector (HED) which is sensitive to photons with energies from 300 keV to > 30 MeV, and include data from the Low Energy Detector (LED) sensitive in 50 keV to 370 keV energy range. Both HED and LED are part of the Modular X- and Gamma-ray Sensor (MXGS) of ASIM.
The energy spectrum of TGFs, together with Monte Carlo simulations, can provide information on the production altitude and beaming geometry of TGFs. Constraints have already been set on the production altitude and beaming geometry using other spacecraft and radio measurements. Some of these studies are based on cumulative spectra of a large number of TGFs (e.g. [1]), which smooth out individual variability. The spectral analysis of individual TGFs has been carried out up to now for Fermi TGFs only, showing spectral diversity [2]. Crucial key factors for individual TGF spectral analysis are a large number of counts, an energy range extended to several tens of MeV, a good energy calibration as well as knowledge and control of any instrumental effects affecting the measurements.
Thanks to ASIM’s large effective area and low orbital altitude, single TGFs detected by ASIM have much more count statistics than observations from other spacecraft capable of detecting TGFs. By comparing Monte Carlo simulations to the energy spectrum from single ASIM TGFs we will aim to put stricter constraints on the production altitude and beaming geometry of TGFs. We will present the dataset, method, and some results of the spectral analysis of individual TGFs.
References:
1. Dwyer, J. R., and D. M. Smith (2005), A comparison between Monte Carlo simulations of runaway breakdown and terrestrial gamma-ray flash observations, Geophys. Res. Lett., 32, L22804, doi:10.1029/2005GL023848.
2. Mailyan et al. (2016), The spectroscopy of individual terrestrial gamma-ray flashes: Constraining the source properties, J. Geophys. Res. Space Physics, 121, 11,346–11,363, doi:10.1002/2016JA022702.
How to cite: Lindanger, A., Marisaldi, M., Sarria, D., Østgaard, N., Lehtinen, N., Mezentsev, A., Kochkin, P., Skeie, C. A., Ullaland, K., Yang, S., Genov, G., Carlson, B., Neubert, T., Reglero, V., Christiansen, F., Köhn, C., Maiorana, C., and Bjørge-Engeland, I.: Spectral Analysis of Individual Terrestrial Gamma-ray Flashes Detected by ASIM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5015, https://doi.org/10.5194/egusphere-egu21-5015, 2021.
Terrestrial Gamma-ray Flashes (TGFs) are sub-millisecond bursts of high-energy photons associated with lightning flashes in thunderstorms. The Atmosphere-Space Interactions Monitor (ASIM), launched in April 2018, is the first space mission specifically designed to detect TGFs. We will mainly focus on data from the High Energy Detector (HED) which is sensitive to photons with energies from 300 keV to > 30 MeV, and include data from the Low Energy Detector (LED) sensitive in 50 keV to 370 keV energy range. Both HED and LED are part of the Modular X- and Gamma-ray Sensor (MXGS) of ASIM.
The energy spectrum of TGFs, together with Monte Carlo simulations, can provide information on the production altitude and beaming geometry of TGFs. Constraints have already been set on the production altitude and beaming geometry using other spacecraft and radio measurements. Some of these studies are based on cumulative spectra of a large number of TGFs (e.g. [1]), which smooth out individual variability. The spectral analysis of individual TGFs has been carried out up to now for Fermi TGFs only, showing spectral diversity [2]. Crucial key factors for individual TGF spectral analysis are a large number of counts, an energy range extended to several tens of MeV, a good energy calibration as well as knowledge and control of any instrumental effects affecting the measurements.
Thanks to ASIM’s large effective area and low orbital altitude, single TGFs detected by ASIM have much more count statistics than observations from other spacecraft capable of detecting TGFs. By comparing Monte Carlo simulations to the energy spectrum from single ASIM TGFs we will aim to put stricter constraints on the production altitude and beaming geometry of TGFs. We will present the dataset, method, and some results of the spectral analysis of individual TGFs.
References:
1. Dwyer, J. R., and D. M. Smith (2005), A comparison between Monte Carlo simulations of runaway breakdown and terrestrial gamma-ray flash observations, Geophys. Res. Lett., 32, L22804, doi:10.1029/2005GL023848.
2. Mailyan et al. (2016), The spectroscopy of individual terrestrial gamma-ray flashes: Constraining the source properties, J. Geophys. Res. Space Physics, 121, 11,346–11,363, doi:10.1002/2016JA022702.
How to cite: Lindanger, A., Marisaldi, M., Sarria, D., Østgaard, N., Lehtinen, N., Mezentsev, A., Kochkin, P., Skeie, C. A., Ullaland, K., Yang, S., Genov, G., Carlson, B., Neubert, T., Reglero, V., Christiansen, F., Köhn, C., Maiorana, C., and Bjørge-Engeland, I.: Spectral Analysis of Individual Terrestrial Gamma-ray Flashes Detected by ASIM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5015, https://doi.org/10.5194/egusphere-egu21-5015, 2021.
EGU21-5878 | vPICO presentations | NH1.6 | Highlight
ASIM TGFs with accompanying elvesIngrid Bjørge-Engeland, Nikolai Østgaard, Andrey Mezentsev, Torsten Neubert, Chris Alexander Skeie, Martino Marisaldi, Kjetil Ullaland, Georgi Genov, Olivier Chanrion, and Victor Reglero
The Atmospheric Space Interactions Monitor (ASIM) was launched in 2018, and has since then observed Terrestrial Gamma-ray Flashes (TGFs) and Transient Luminous Events (TLEs). ASIM consists of the Modular X- and Gamma-ray Sensor (MXGS) and the Modular Multispectral Imaging Array (MMIA). Using data from both MXGS and MMIA, we investigate observations of TGFs (detected by MXGS) with accompanying elves (detected by MMIA). We study the optical signatures of the elves detected by a photometer of MMIA operating in the 180-230 nm band. Lightning sferics associated with these events have been detected by WWLLN and GLD360. Several TGFs have associated lightning sferics outside the field of view of MMIA, but due to the expanding rings of the elves we can still observe optical signatures from accompanying elves. Using GLD360 data we also study properties of the lightning strokes.
How to cite: Bjørge-Engeland, I., Østgaard, N., Mezentsev, A., Neubert, T., Skeie, C. A., Marisaldi, M., Ullaland, K., Genov, G., Chanrion, O., and Reglero, V.: ASIM TGFs with accompanying elves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5878, https://doi.org/10.5194/egusphere-egu21-5878, 2021.
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The Atmospheric Space Interactions Monitor (ASIM) was launched in 2018, and has since then observed Terrestrial Gamma-ray Flashes (TGFs) and Transient Luminous Events (TLEs). ASIM consists of the Modular X- and Gamma-ray Sensor (MXGS) and the Modular Multispectral Imaging Array (MMIA). Using data from both MXGS and MMIA, we investigate observations of TGFs (detected by MXGS) with accompanying elves (detected by MMIA). We study the optical signatures of the elves detected by a photometer of MMIA operating in the 180-230 nm band. Lightning sferics associated with these events have been detected by WWLLN and GLD360. Several TGFs have associated lightning sferics outside the field of view of MMIA, but due to the expanding rings of the elves we can still observe optical signatures from accompanying elves. Using GLD360 data we also study properties of the lightning strokes.
How to cite: Bjørge-Engeland, I., Østgaard, N., Mezentsev, A., Neubert, T., Skeie, C. A., Marisaldi, M., Ullaland, K., Genov, G., Chanrion, O., and Reglero, V.: ASIM TGFs with accompanying elves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5878, https://doi.org/10.5194/egusphere-egu21-5878, 2021.
EGU21-7573 | vPICO presentations | NH1.6
ASIM TGFs associated with high peak current strokesAndrey Mezentsev, Nikolai Østgaard, Torsten Neubert, and Victor Reglero
The Atmosphere-Space Interactions Monitor (ASIM) has been installed on board of the International Space Station in April 2018, successfully providing science data for 2.5 years. The Modular X- and Gamma-ray Sensor (MXGS) of ASIM is designed to detect Terrestrial Gamma-ray Flashes (TGFs) (short intense bursts of gamma-ray photons), produced during the initial breakdown phase of the +IC lightning discharges.
In this contribution we report and summarize the results on the ASIM TFGs associated with high peak current lightning detections (detected by GLD and WWLLN networks). High peak current detections tend to be associated with short duration TGFs and do not exhibit a tendency to correlate with the fluence of the TGF.
How to cite: Mezentsev, A., Østgaard, N., Neubert, T., and Reglero, V.: ASIM TGFs associated with high peak current strokes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7573, https://doi.org/10.5194/egusphere-egu21-7573, 2021.
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The Atmosphere-Space Interactions Monitor (ASIM) has been installed on board of the International Space Station in April 2018, successfully providing science data for 2.5 years. The Modular X- and Gamma-ray Sensor (MXGS) of ASIM is designed to detect Terrestrial Gamma-ray Flashes (TGFs) (short intense bursts of gamma-ray photons), produced during the initial breakdown phase of the +IC lightning discharges.
In this contribution we report and summarize the results on the ASIM TFGs associated with high peak current lightning detections (detected by GLD and WWLLN networks). High peak current detections tend to be associated with short duration TGFs and do not exhibit a tendency to correlate with the fluence of the TGF.
How to cite: Mezentsev, A., Østgaard, N., Neubert, T., and Reglero, V.: ASIM TGFs associated with high peak current strokes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7573, https://doi.org/10.5194/egusphere-egu21-7573, 2021.
EGU21-13649 | vPICO presentations | NH1.6
Optical and Radio emissions of a possible blue starter observed by ASIM and the West Texas LMALevi Boggs, Torsten Neubert, Oliver Chanrion, Victor Reglero, Nikolai Østgaard, Matthias Heumesser, Amitabh Nag, and Eric Bruning
This study reports on simultaneous optical and radio observations of a possible blue starter that took place in north-west Texas in the United States in 2018. The optical observations come from the Atmospheric-Space Interactions Monitor (ASIM) onboard the International Space Station [Neubert et al., 2019, doi: https://doi.org/10.1007/s11214-019-0592-z] and the radio observations were from the National Lightning Detection Network (NLDN) [Cummins and Murphy, 2009, doi: 10.1109/TEMC.2009.2023450] and the West Texas Lightning Mapping Array (WTLMA) [Chmielewski and Bruning, 2016, doi: https://doi.org/10.1002/2016JD025159]. It was identified by the ASIM CHU1 337 nm imager and shows a diffuse, conical emission shape reaching approximately 7 km above cloud top, characteristic of blue starters. The ASIM CHU2 777.4 nm imager shows a simple point-source of emissions, highly contrasting the 337 nm imager observations. The 337 and 777.4 nm photometers show four distinct pulses, the first two of which were dominated by the 337 nm emissions and also showed clear UV (180-230 nm) photometer peaks. From the WTLMA data, which clearly mapped the negative and positive leaders (or negative recoil events) even at low altitudes, the parent storm cell exhibited what appears to be a classic tri-polar charge structure, with upper and lower positive and middle negative charge. The blue starter occurs during what appears to be an initial ascending negative leader into the upper positive charge region, which continues to develop into a positive intracloud (IC) flash between the upper positive and middle negative charge region. During this time, there are several small NLDN positive cloud pulses (+IC), consistent with a traditional IC flash, but these are followed by two moderately high peak current (40-50 kA) negative cloud-to-ground strokes, which appear to be misclassified by the NLDN as there were no WTLMA VHF source points at low altitudes during this time. The misclassified negative strokes are concurrent with the first blue peak from the ASIM 337 nm photometer. We conjecture that these misclassified negative CG strokes were actually electromagnetic pulses from in-cloud (or near-cloud-top) sources, which were perhaps directly associated with the blue starter.
How to cite: Boggs, L., Neubert, T., Chanrion, O., Reglero, V., Østgaard, N., Heumesser, M., Nag, A., and Bruning, E.: Optical and Radio emissions of a possible blue starter observed by ASIM and the West Texas LMA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13649, https://doi.org/10.5194/egusphere-egu21-13649, 2021.
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This study reports on simultaneous optical and radio observations of a possible blue starter that took place in north-west Texas in the United States in 2018. The optical observations come from the Atmospheric-Space Interactions Monitor (ASIM) onboard the International Space Station [Neubert et al., 2019, doi: https://doi.org/10.1007/s11214-019-0592-z] and the radio observations were from the National Lightning Detection Network (NLDN) [Cummins and Murphy, 2009, doi: 10.1109/TEMC.2009.2023450] and the West Texas Lightning Mapping Array (WTLMA) [Chmielewski and Bruning, 2016, doi: https://doi.org/10.1002/2016JD025159]. It was identified by the ASIM CHU1 337 nm imager and shows a diffuse, conical emission shape reaching approximately 7 km above cloud top, characteristic of blue starters. The ASIM CHU2 777.4 nm imager shows a simple point-source of emissions, highly contrasting the 337 nm imager observations. The 337 and 777.4 nm photometers show four distinct pulses, the first two of which were dominated by the 337 nm emissions and also showed clear UV (180-230 nm) photometer peaks. From the WTLMA data, which clearly mapped the negative and positive leaders (or negative recoil events) even at low altitudes, the parent storm cell exhibited what appears to be a classic tri-polar charge structure, with upper and lower positive and middle negative charge. The blue starter occurs during what appears to be an initial ascending negative leader into the upper positive charge region, which continues to develop into a positive intracloud (IC) flash between the upper positive and middle negative charge region. During this time, there are several small NLDN positive cloud pulses (+IC), consistent with a traditional IC flash, but these are followed by two moderately high peak current (40-50 kA) negative cloud-to-ground strokes, which appear to be misclassified by the NLDN as there were no WTLMA VHF source points at low altitudes during this time. The misclassified negative strokes are concurrent with the first blue peak from the ASIM 337 nm photometer. We conjecture that these misclassified negative CG strokes were actually electromagnetic pulses from in-cloud (or near-cloud-top) sources, which were perhaps directly associated with the blue starter.
How to cite: Boggs, L., Neubert, T., Chanrion, O., Reglero, V., Østgaard, N., Heumesser, M., Nag, A., and Bruning, E.: Optical and Radio emissions of a possible blue starter observed by ASIM and the West Texas LMA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13649, https://doi.org/10.5194/egusphere-egu21-13649, 2021.
EGU21-13395 | vPICO presentations | NH1.6
Simple "Reactor model" of relativistic runaway electron avalanches dynamicsEgor Stadnichuk, Daria Zemlianskay, and Victoria Efremova
A possible mechanism responsible for Terrestrial Gamma-ray Flashes (TGFs) is feedback in the relativistic runaway electron avalanches (RREA) dynamics. In this research, a new way of RREAs self-sustaining is suggested. This self-sustaining feedback can be described in the following way. Let the thundercloud consist of two regions with the electric field so that runaway electrons accelerated in one region move in the direction of another one and vice versa. For instance, such an electric field structure might appear with one positive charge layer situated between two negative charge layers. In this system, the following feedback mechanism occurs. An RREA developing in one region will produce bremsstrahlung gamma-rays. These gamma-rays will propagate into another region and produce RREAs within it. These RREAs will develop backward and radiate gamma-rays, which will penetrate the first region, generating secondary RREAs. In this way, the primary avalanche reproduced itself by the gamma-ray exchange between two sideways oriented areas with the electric field. In this work, it is shown that the electric field values required for TGF generation by this mechanism are lower than values required in Relativistic Feedback Discharge Model.
How to cite: Stadnichuk, E., Zemlianskay, D., and Efremova, V.: Simple "Reactor model" of relativistic runaway electron avalanches dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13395, https://doi.org/10.5194/egusphere-egu21-13395, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
A possible mechanism responsible for Terrestrial Gamma-ray Flashes (TGFs) is feedback in the relativistic runaway electron avalanches (RREA) dynamics. In this research, a new way of RREAs self-sustaining is suggested. This self-sustaining feedback can be described in the following way. Let the thundercloud consist of two regions with the electric field so that runaway electrons accelerated in one region move in the direction of another one and vice versa. For instance, such an electric field structure might appear with one positive charge layer situated between two negative charge layers. In this system, the following feedback mechanism occurs. An RREA developing in one region will produce bremsstrahlung gamma-rays. These gamma-rays will propagate into another region and produce RREAs within it. These RREAs will develop backward and radiate gamma-rays, which will penetrate the first region, generating secondary RREAs. In this way, the primary avalanche reproduced itself by the gamma-ray exchange between two sideways oriented areas with the electric field. In this work, it is shown that the electric field values required for TGF generation by this mechanism are lower than values required in Relativistic Feedback Discharge Model.
How to cite: Stadnichuk, E., Zemlianskay, D., and Efremova, V.: Simple "Reactor model" of relativistic runaway electron avalanches dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13395, https://doi.org/10.5194/egusphere-egu21-13395, 2021.
EGU21-14757 | vPICO presentations | NH1.6
Investigating the relationship between TGF durations and the onset times of the optical pulses and the TGFsChris Alexander Skeie, Nikolai Østgaard, Andrey Mezentsev, Ingrid Bjørge-Engeland, David Sarria, Anders Lindanger, Torsten Neubert, and Victor Reglero
We investigate and determine the sequence of the Terrestrial Gamma-ray Flashes (TGFs) and the observed optical emissions associated with lightning flashes, as well as the connection between the duration of TGFs and the time between the onset of the TGFs and the observed main optical pulses. Over 200 observations from the instruments of the Atmosphere-Space Interactions Monitor (ASIM) on board the International Space Station (ISS) are used, together with data from the lightning detection networks GLD360 and WWLLN. The ASIM data consist of two separate recordings: High energy measurements from the Modular X- and Gamma-ray Sensor (MXGS), and optical measurements from the Modular Multi-Spectral Imaging Array (MMIA). The optical measurements are from photometers operating in the 337 and 777.4 nm bands, and the temporal uncertainty between the two instruments of ASIM is +- 5 µs.
How to cite: Skeie, C. A., Østgaard, N., Mezentsev, A., Bjørge-Engeland, I., Sarria, D., Lindanger, A., Neubert, T., and Reglero, V.: Investigating the relationship between TGF durations and the onset times of the optical pulses and the TGFs, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14757, https://doi.org/10.5194/egusphere-egu21-14757, 2021.
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We investigate and determine the sequence of the Terrestrial Gamma-ray Flashes (TGFs) and the observed optical emissions associated with lightning flashes, as well as the connection between the duration of TGFs and the time between the onset of the TGFs and the observed main optical pulses. Over 200 observations from the instruments of the Atmosphere-Space Interactions Monitor (ASIM) on board the International Space Station (ISS) are used, together with data from the lightning detection networks GLD360 and WWLLN. The ASIM data consist of two separate recordings: High energy measurements from the Modular X- and Gamma-ray Sensor (MXGS), and optical measurements from the Modular Multi-Spectral Imaging Array (MMIA). The optical measurements are from photometers operating in the 337 and 777.4 nm bands, and the temporal uncertainty between the two instruments of ASIM is +- 5 µs.
How to cite: Skeie, C. A., Østgaard, N., Mezentsev, A., Bjørge-Engeland, I., Sarria, D., Lindanger, A., Neubert, T., and Reglero, V.: Investigating the relationship between TGF durations and the onset times of the optical pulses and the TGFs, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14757, https://doi.org/10.5194/egusphere-egu21-14757, 2021.
NH1.7 – Extreme meteorological and hydrological events induced by severe weather and climate change
EGU21-1573 | vPICO presentations | NH1.7
Global warming decreases rainfall but increases short-duration rain-rates during heavy precipitation events in the eastern MediterraneanMoshe Armon, Francesco Marra, Chaim Garfinkel, Dorita Rostkier-Edelstein, Ori Adam, Uri Dayan, Yehouda Enzel, and Efrat Morin
Heavy precipitation events (HPEs) in the densely populated eastern Mediterranean trigger natural hazards, such as flash floods and urban flooding. However, they also supply critical amounts of fresh water to this desert-bounded region. The impact of global warming on such events is thus vital to the inhabitants of the region. HPEs are poorly represented in global climate models, leading to large uncertainty in their sensitivity to climate change. Is total rainfall in HPEs decreasing, as projected for the mean annual rainfall? Are short duration rain rates decreasing, or rather increasing as expected from the higher atmospheric moisture content? Where are the changes more pronounced, near the sea or farther inland towards the desert? To answer these questions, we have identified 41 historical HPEs from a long weather radar record (1990-2014) and simulated them in the same resolution (1 km2) using the convection-permitting weather research and forecasting (WRF) model. Results were validated versus the radar data, and served as a control group to simulations of the same events under ‘pseudo global warming’ (PGW) conditions. The PGW methodology we use imposes results from the ensemble mean of 29 Coupled Model Intercomparison Project Phase 5 (CMIP5) models for the end of the century on the initial and boundary conditions of each event simulated. The results indicate that HPEs in the future may become more temporally focused: they are 6% shorter and exhibit maximum local short-duration rain rates which are ~20% higher on average, with larger values over the sea and the wetter part of the region, and smaller over the desert. However, they are also much drier; total precipitation during the future-simulated HPEs decreases substantially (~-20%) throughout the eastern Mediterranean. The meteorological factors leading to this decrease include shallower cyclones and the projected differential land-sea warming, which causes reduced relative humidity over land. These changing rainfall patterns are expected to amplify water scarcity – a known nexus of conflict and strife in the region – highlighting the urgent need for deeper knowledge, and the implementation of adaptation and mitigation strategies.
How to cite: Armon, M., Marra, F., Garfinkel, C., Rostkier-Edelstein, D., Adam, O., Dayan, U., Enzel, Y., and Morin, E.: Global warming decreases rainfall but increases short-duration rain-rates during heavy precipitation events in the eastern Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1573, https://doi.org/10.5194/egusphere-egu21-1573, 2021.
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Heavy precipitation events (HPEs) in the densely populated eastern Mediterranean trigger natural hazards, such as flash floods and urban flooding. However, they also supply critical amounts of fresh water to this desert-bounded region. The impact of global warming on such events is thus vital to the inhabitants of the region. HPEs are poorly represented in global climate models, leading to large uncertainty in their sensitivity to climate change. Is total rainfall in HPEs decreasing, as projected for the mean annual rainfall? Are short duration rain rates decreasing, or rather increasing as expected from the higher atmospheric moisture content? Where are the changes more pronounced, near the sea or farther inland towards the desert? To answer these questions, we have identified 41 historical HPEs from a long weather radar record (1990-2014) and simulated them in the same resolution (1 km2) using the convection-permitting weather research and forecasting (WRF) model. Results were validated versus the radar data, and served as a control group to simulations of the same events under ‘pseudo global warming’ (PGW) conditions. The PGW methodology we use imposes results from the ensemble mean of 29 Coupled Model Intercomparison Project Phase 5 (CMIP5) models for the end of the century on the initial and boundary conditions of each event simulated. The results indicate that HPEs in the future may become more temporally focused: they are 6% shorter and exhibit maximum local short-duration rain rates which are ~20% higher on average, with larger values over the sea and the wetter part of the region, and smaller over the desert. However, they are also much drier; total precipitation during the future-simulated HPEs decreases substantially (~-20%) throughout the eastern Mediterranean. The meteorological factors leading to this decrease include shallower cyclones and the projected differential land-sea warming, which causes reduced relative humidity over land. These changing rainfall patterns are expected to amplify water scarcity – a known nexus of conflict and strife in the region – highlighting the urgent need for deeper knowledge, and the implementation of adaptation and mitigation strategies.
How to cite: Armon, M., Marra, F., Garfinkel, C., Rostkier-Edelstein, D., Adam, O., Dayan, U., Enzel, Y., and Morin, E.: Global warming decreases rainfall but increases short-duration rain-rates during heavy precipitation events in the eastern Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1573, https://doi.org/10.5194/egusphere-egu21-1573, 2021.
EGU21-2043 | vPICO presentations | NH1.7
Spatio-temporal effects on extreme precipitation in the coastal areas of southeast ChinaWeikang Qian and Xun Sun
Extreme precipitation is considered to be one of the natural disasters with greatest impact on human society, leading to floods and debris flows. To better understand the spatio-temporal effects on extreme precipitation, and to predict the intensity of extreme precipitation ahead in different return periods, this study focus on quantifying both climate and spatial effects on the intensity of extreme precipitation in coastal areas of southeast China, considering different weather system. A hierarchical Bayesian model with generalized extreme value distribution (GEV) is applied to maximum daily precipitation through 94 stations in study area from 1964 to 2013 in JAS. Tropical cyclone (TC) and non-TC influenced extreme precipitation are analyzed separately. Climate and spatial effects are introduced through regression models associating parameter values in GEV with different covariates, such as climate indices and distance to coastline. It was observed that SST anomaly in North Pacific, SLP anomaly above North India Ocean are found to be the main climate indices that influence extreme precipitation in coastal areas of southeast China. Using SST, we can predict the intensity of extreme precipitation in different return period at 6-month lag. Extreme precipitation was found to decrease as distance to coastline increase. In addition, different performances of extreme precipitation along with distance to coastline were found among various subregions and weather systems.
How to cite: Qian, W. and Sun, X.: Spatio-temporal effects on extreme precipitation in the coastal areas of southeast China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2043, https://doi.org/10.5194/egusphere-egu21-2043, 2021.
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Extreme precipitation is considered to be one of the natural disasters with greatest impact on human society, leading to floods and debris flows. To better understand the spatio-temporal effects on extreme precipitation, and to predict the intensity of extreme precipitation ahead in different return periods, this study focus on quantifying both climate and spatial effects on the intensity of extreme precipitation in coastal areas of southeast China, considering different weather system. A hierarchical Bayesian model with generalized extreme value distribution (GEV) is applied to maximum daily precipitation through 94 stations in study area from 1964 to 2013 in JAS. Tropical cyclone (TC) and non-TC influenced extreme precipitation are analyzed separately. Climate and spatial effects are introduced through regression models associating parameter values in GEV with different covariates, such as climate indices and distance to coastline. It was observed that SST anomaly in North Pacific, SLP anomaly above North India Ocean are found to be the main climate indices that influence extreme precipitation in coastal areas of southeast China. Using SST, we can predict the intensity of extreme precipitation in different return period at 6-month lag. Extreme precipitation was found to decrease as distance to coastline increase. In addition, different performances of extreme precipitation along with distance to coastline were found among various subregions and weather systems.
How to cite: Qian, W. and Sun, X.: Spatio-temporal effects on extreme precipitation in the coastal areas of southeast China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2043, https://doi.org/10.5194/egusphere-egu21-2043, 2021.
EGU21-2119 | vPICO presentations | NH1.7
Analysis of EURO-CORDEX sub-daily rainfall simulations and derived event characteristicsPaola Nanni, David J. Peres, Rosaria E. Musumeci, and Antonino Cancelliere
Climate change is a phenomenon that is claimed to be responsible for a significant alteration of the precipitation regime in different regions worldwide and for the induced potential changes on related hydrological hazards. In particular, some consensus has raised about the fact that climate changes can induce a shift to shorter but more intense rainfall events, causing an intensification of urban and flash flooding hazards. Regional climate models (RCMs) are a useful tool for trying to predict the impacts of climate change on hydrological events, although their application may lead to significant differences when different models are adopted. For this reason, it is of key importance to ascertain the quality of regional climate models (RCMs), especially with reference to their ability to reproduce the main climatological regimes with respect to an historical period. To this end, several studies have focused on the analysis of annual or monthly data, while few studies do exist that analyze the sub-daily data that are made available by the regional climate projection initiatives. In this study, with reference to specific locations in eastern Sicily (Italy), we first evaluate historical simulations of precipitation data from selected RCMs belonging to the Euro-CORDEX (Coordinated Regional Climate Downscaling Experiment for the Euro-Mediterranean area) with high temporal resolution (three-hourly), in order to understand how they compare to fine-resolution observations. In particular, we investigate the ability to reproduce rainfall event characteristics, as well as annual maxima precipitation at different durations. With reference to rainfall event characteristics, we specifically focus on duration, intensity, and inter-arrival time between events. Annual maxima are analyzed at sub-daily durations. We then analyze the future simulations according to different Representative concentration scenarios. The proposed analysis highlights the differences between the different RCMs, supporting the selection of the most suitable climate model for assessing the impacts in the considered locations, and to understand what trends for intense precipitation are to be expected in the future.
How to cite: Nanni, P., Peres, D. J., Musumeci, R. E., and Cancelliere, A.: Analysis of EURO-CORDEX sub-daily rainfall simulations and derived event characteristics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2119, https://doi.org/10.5194/egusphere-egu21-2119, 2021.
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Climate change is a phenomenon that is claimed to be responsible for a significant alteration of the precipitation regime in different regions worldwide and for the induced potential changes on related hydrological hazards. In particular, some consensus has raised about the fact that climate changes can induce a shift to shorter but more intense rainfall events, causing an intensification of urban and flash flooding hazards. Regional climate models (RCMs) are a useful tool for trying to predict the impacts of climate change on hydrological events, although their application may lead to significant differences when different models are adopted. For this reason, it is of key importance to ascertain the quality of regional climate models (RCMs), especially with reference to their ability to reproduce the main climatological regimes with respect to an historical period. To this end, several studies have focused on the analysis of annual or monthly data, while few studies do exist that analyze the sub-daily data that are made available by the regional climate projection initiatives. In this study, with reference to specific locations in eastern Sicily (Italy), we first evaluate historical simulations of precipitation data from selected RCMs belonging to the Euro-CORDEX (Coordinated Regional Climate Downscaling Experiment for the Euro-Mediterranean area) with high temporal resolution (three-hourly), in order to understand how they compare to fine-resolution observations. In particular, we investigate the ability to reproduce rainfall event characteristics, as well as annual maxima precipitation at different durations. With reference to rainfall event characteristics, we specifically focus on duration, intensity, and inter-arrival time between events. Annual maxima are analyzed at sub-daily durations. We then analyze the future simulations according to different Representative concentration scenarios. The proposed analysis highlights the differences between the different RCMs, supporting the selection of the most suitable climate model for assessing the impacts in the considered locations, and to understand what trends for intense precipitation are to be expected in the future.
How to cite: Nanni, P., Peres, D. J., Musumeci, R. E., and Cancelliere, A.: Analysis of EURO-CORDEX sub-daily rainfall simulations and derived event characteristics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2119, https://doi.org/10.5194/egusphere-egu21-2119, 2021.
EGU21-2168 | vPICO presentations | NH1.7
Model evaluation of compound precipitation and wind extremes over EuropeLaura Owen, Jennifer Catto, David Stephenson, and Nick Dunstone
Extreme precipitation and winds can have a severe impact on society, particularly when they occur at the same place and time. Studies have investigated the frequency of co-occurring extreme precipitation and wind using observational data. However, due to the rarity of very extreme events, these results are limited, since a large number of samples is needed to get robust estimates. Additionally, it is very difficult for estimates based on observations alone to help us understand the risk of future unprecedented events. Using the UNSEEN method (UNprecedented Simulated Extremes using ENsembles) this risk can be estimated from large ensembles of climate simulations. The Met Office's Global Seasonal forecast system version 5 (GloSea5) model ensembles are evaluated against ERA5 reanalysis data to find out how well they represent extreme precipitation, extreme wind and extreme co-occurring events over Europe. This model has not been evaluated in such a way before and this is needed before the model can be used to estimate the likelihood of unprecedented events using the UNSEEN method. We find that although the intensity of precipitation and wind extremes differ between the model and observations (by up to 12 mm and 9 m/s), the frequency of co-occurring events is well represented. The extremal dependency measure, χ, which measures co-occurrence, compares well spatially over Europe between GloSea5 and ERA5. However, significant differences in χ are found over areas of high topography, over the North Atlantic, Western Europe and the Norwegian Sea. Generally, GloSea5 underestimates χ over the ocean, and performs better over land. Mean sea level pressure anomaly composites for co-occurring extreme events show that at a number of selected locations, the co-occurring extremes are produced by very similar synoptic situations in the model and reanalysis. This gives increased confidence in the model. The model ensembles can then be used to assess the present day likelihood of unprecedented 3 hourly compound precipitation and wind extremes for winter over Europe, and to find out how the NAO index influences the frequency of co-occurring events over Europe.
How to cite: Owen, L., Catto, J., Stephenson, D., and Dunstone, N.: Model evaluation of compound precipitation and wind extremes over Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2168, https://doi.org/10.5194/egusphere-egu21-2168, 2021.
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Extreme precipitation and winds can have a severe impact on society, particularly when they occur at the same place and time. Studies have investigated the frequency of co-occurring extreme precipitation and wind using observational data. However, due to the rarity of very extreme events, these results are limited, since a large number of samples is needed to get robust estimates. Additionally, it is very difficult for estimates based on observations alone to help us understand the risk of future unprecedented events. Using the UNSEEN method (UNprecedented Simulated Extremes using ENsembles) this risk can be estimated from large ensembles of climate simulations. The Met Office's Global Seasonal forecast system version 5 (GloSea5) model ensembles are evaluated against ERA5 reanalysis data to find out how well they represent extreme precipitation, extreme wind and extreme co-occurring events over Europe. This model has not been evaluated in such a way before and this is needed before the model can be used to estimate the likelihood of unprecedented events using the UNSEEN method. We find that although the intensity of precipitation and wind extremes differ between the model and observations (by up to 12 mm and 9 m/s), the frequency of co-occurring events is well represented. The extremal dependency measure, χ, which measures co-occurrence, compares well spatially over Europe between GloSea5 and ERA5. However, significant differences in χ are found over areas of high topography, over the North Atlantic, Western Europe and the Norwegian Sea. Generally, GloSea5 underestimates χ over the ocean, and performs better over land. Mean sea level pressure anomaly composites for co-occurring extreme events show that at a number of selected locations, the co-occurring extremes are produced by very similar synoptic situations in the model and reanalysis. This gives increased confidence in the model. The model ensembles can then be used to assess the present day likelihood of unprecedented 3 hourly compound precipitation and wind extremes for winter over Europe, and to find out how the NAO index influences the frequency of co-occurring events over Europe.
How to cite: Owen, L., Catto, J., Stephenson, D., and Dunstone, N.: Model evaluation of compound precipitation and wind extremes over Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2168, https://doi.org/10.5194/egusphere-egu21-2168, 2021.
EGU21-2967 | vPICO presentations | NH1.7
Supercell Pre-convective Environments in Spain: a dynamic downscaling of ERA-5 ReanalysisCarlos Calvo-Sancho and Yago Martín
Supercell thunderstorms are often associated with severe weather conditions, such as tornadoes, hail, strong wind gusts, heavy rainfall, and flash-floods, producing damage to populations and assets. The goal of the study is to analyze and improve our understanding of pre-convective environments conducive for supercell development in the different regions of Spain. We use 2014-2020 data from the Spanish Supercell Database (Martin et al., 2020), ERA-5 reanalysis, and a dynamical downscaling with WRF-ARW model to a 9 km spatial resolution to be able to generate sounding-derived parameters at the moment of formation of each supercell. Results indicate that supercells are more common in high values of CAPE and Shear 0-6 Km, but in the south-western of Spain predominates supercells of HSLC (High Shear-Low CAPE) in the cold season.
How to cite: Calvo-Sancho, C. and Martín, Y.: Supercell Pre-convective Environments in Spain: a dynamic downscaling of ERA-5 Reanalysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2967, https://doi.org/10.5194/egusphere-egu21-2967, 2021.
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Supercell thunderstorms are often associated with severe weather conditions, such as tornadoes, hail, strong wind gusts, heavy rainfall, and flash-floods, producing damage to populations and assets. The goal of the study is to analyze and improve our understanding of pre-convective environments conducive for supercell development in the different regions of Spain. We use 2014-2020 data from the Spanish Supercell Database (Martin et al., 2020), ERA-5 reanalysis, and a dynamical downscaling with WRF-ARW model to a 9 km spatial resolution to be able to generate sounding-derived parameters at the moment of formation of each supercell. Results indicate that supercells are more common in high values of CAPE and Shear 0-6 Km, but in the south-western of Spain predominates supercells of HSLC (High Shear-Low CAPE) in the cold season.
How to cite: Calvo-Sancho, C. and Martín, Y.: Supercell Pre-convective Environments in Spain: a dynamic downscaling of ERA-5 Reanalysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2967, https://doi.org/10.5194/egusphere-egu21-2967, 2021.
EGU21-3451 | vPICO presentations | NH1.7
Changes in Vertical Velocity and Precipitation Mode in Flash Flood-Producing Storms in the Mississippi River Basin in a Future ClimateErin Dougherty, Kristen Rasmussen, Andrew Newman, and Ethan Gutmann
The Mississippi River Basin (MRB) is a flash flood hotspot in the United States, receiving the most frequent floods and highest rainfall accumulations across the country. In a future warmer climate, this region exhibits some of the greatest increases in rainfall associated with storms that produce flash floods. In order to better understand these future changes, convection-permitting simulations of a current and future climate are utilized to study changes to storm dynamics and precipitation in these convectively-driven flash flood-producing storms.
First, nearly 500 flash flood-producing storms in the MRB are examined under a pseudo-global warming framework to examine the role of vertical velocity in modulating future rainfall changes. Three different categories of storms are designated based on their vertical velocity magnitude in the current climate–weak, moderate, and strong. While all storm categories display an increase in future rainfall accumulation, the amount of increase varies by the storm’s vertical velocity magnitude, which also changes in the future.
Second, idealized WRF simulations are run based on a composite sounding of the flash flood-producing storms in the MRB that occurred during the warm season. Future temperature, moisture, and horizontal wind perturbations are added to the initial sounding using the CESM Large Ensemble Data Set under the RCP 8.5 emissions scenario. In these idealized simulations, the contribution of different precipitation modes to future changes in rainfall are examined. The relationship between changes in future precipitation mode and storm dynamics provides a better understanding of how storm processes influence future changes in rainfall in a flash flood prone region in the United States.
How to cite: Dougherty, E., Rasmussen, K., Newman, A., and Gutmann, E.: Changes in Vertical Velocity and Precipitation Mode in Flash Flood-Producing Storms in the Mississippi River Basin in a Future Climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3451, https://doi.org/10.5194/egusphere-egu21-3451, 2021.
The Mississippi River Basin (MRB) is a flash flood hotspot in the United States, receiving the most frequent floods and highest rainfall accumulations across the country. In a future warmer climate, this region exhibits some of the greatest increases in rainfall associated with storms that produce flash floods. In order to better understand these future changes, convection-permitting simulations of a current and future climate are utilized to study changes to storm dynamics and precipitation in these convectively-driven flash flood-producing storms.
First, nearly 500 flash flood-producing storms in the MRB are examined under a pseudo-global warming framework to examine the role of vertical velocity in modulating future rainfall changes. Three different categories of storms are designated based on their vertical velocity magnitude in the current climate–weak, moderate, and strong. While all storm categories display an increase in future rainfall accumulation, the amount of increase varies by the storm’s vertical velocity magnitude, which also changes in the future.
Second, idealized WRF simulations are run based on a composite sounding of the flash flood-producing storms in the MRB that occurred during the warm season. Future temperature, moisture, and horizontal wind perturbations are added to the initial sounding using the CESM Large Ensemble Data Set under the RCP 8.5 emissions scenario. In these idealized simulations, the contribution of different precipitation modes to future changes in rainfall are examined. The relationship between changes in future precipitation mode and storm dynamics provides a better understanding of how storm processes influence future changes in rainfall in a flash flood prone region in the United States.
How to cite: Dougherty, E., Rasmussen, K., Newman, A., and Gutmann, E.: Changes in Vertical Velocity and Precipitation Mode in Flash Flood-Producing Storms in the Mississippi River Basin in a Future Climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3451, https://doi.org/10.5194/egusphere-egu21-3451, 2021.
EGU21-7554 | vPICO presentations | NH1.7
Changing intensity and seasonality of wet extremes over EuropeAmal John, Hervé Douville, and Pascal Yiou
Daily precipitation extremes are projected to intensify with global warming. Here the focus is on how extreme precipitation scales with the changing global mean surface air temperature (GSAT) and how much their inherent seasonality will change, using historical and SSP5-8.5 scenario simulations from 18 CMIP6 models for different sub-domains over Europe. With strong future global warming, the annual maximum precipitation (RX1DAY) is found to occur later in the year, although this shift is model-dependent and hardly significant in the multi-model distribution. Using generalized extreme value theory also provides evidence for the intensification of wet extremes in the future. In addition, we use monthly model outputs to decompose changes in RX1DAY occurring at the peak of the extreme season into several contributions, which gives insights into the underlying physical mechanisms that control the response of precipitation extremes and their inter-model spread.
How to cite: John, A., Douville, H., and Yiou, P.: Changing intensity and seasonality of wet extremes over Europe , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7554, https://doi.org/10.5194/egusphere-egu21-7554, 2021.
Daily precipitation extremes are projected to intensify with global warming. Here the focus is on how extreme precipitation scales with the changing global mean surface air temperature (GSAT) and how much their inherent seasonality will change, using historical and SSP5-8.5 scenario simulations from 18 CMIP6 models for different sub-domains over Europe. With strong future global warming, the annual maximum precipitation (RX1DAY) is found to occur later in the year, although this shift is model-dependent and hardly significant in the multi-model distribution. Using generalized extreme value theory also provides evidence for the intensification of wet extremes in the future. In addition, we use monthly model outputs to decompose changes in RX1DAY occurring at the peak of the extreme season into several contributions, which gives insights into the underlying physical mechanisms that control the response of precipitation extremes and their inter-model spread.
How to cite: John, A., Douville, H., and Yiou, P.: Changing intensity and seasonality of wet extremes over Europe , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7554, https://doi.org/10.5194/egusphere-egu21-7554, 2021.
EGU21-8430 | vPICO presentations | NH1.7
Assessing the future occurrence of severe thunderstorm environments in Europe: frequency, hotspots and impactsFlavio Pons and Davide Faranda
EGU21-10406 | vPICO presentations | NH1.7
An approach to Storm Filomena severe snowfall and precipitation in Spain: preliminary resultsAlejandro Rodríguez-Sánchez, Roberto Granda-Maestre, Carlos Calvo-Sancho, and Álvaro Oliver-García
Between 7-10 January 2020, severe snowfall and precipitation event swept over south, center and eastern Spain, with a total amount of precipitation of more than 200 mm on the south, snowfall accumulations of 50 cm or more on widespread areas of center Spain and 25 cm on Zaragoza and Ebro valley.
The low, called Filomena, was an unusual event with excessive social impact. In this study we will present the synoptic framework, characterized by the presence of three different air masses: cold air mass on low levels, more humid Mediterranean air mass on low-mid levels, at around 2-3 kilometres from surface; and a wet and warm subtropical air mass from the south. The interaction of these three air masses lead to the exceptional precipitation and snow accumulations. For this end, ERA-5 reanalysis and satellite images will be used. For mesoscale analysis, WRF-ARW will be used with both GFS and ERA-5 reanalysis. This extreme event, although it was generally predictable, had key points of low predictability in some parts with high social impact, including very populated areas.
How to cite: Rodríguez-Sánchez, A., Granda-Maestre, R., Calvo-Sancho, C., and Oliver-García, Á.: An approach to Storm Filomena severe snowfall and precipitation in Spain: preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10406, https://doi.org/10.5194/egusphere-egu21-10406, 2021.
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Between 7-10 January 2020, severe snowfall and precipitation event swept over south, center and eastern Spain, with a total amount of precipitation of more than 200 mm on the south, snowfall accumulations of 50 cm or more on widespread areas of center Spain and 25 cm on Zaragoza and Ebro valley.
The low, called Filomena, was an unusual event with excessive social impact. In this study we will present the synoptic framework, characterized by the presence of three different air masses: cold air mass on low levels, more humid Mediterranean air mass on low-mid levels, at around 2-3 kilometres from surface; and a wet and warm subtropical air mass from the south. The interaction of these three air masses lead to the exceptional precipitation and snow accumulations. For this end, ERA-5 reanalysis and satellite images will be used. For mesoscale analysis, WRF-ARW will be used with both GFS and ERA-5 reanalysis. This extreme event, although it was generally predictable, had key points of low predictability in some parts with high social impact, including very populated areas.
How to cite: Rodríguez-Sánchez, A., Granda-Maestre, R., Calvo-Sancho, C., and Oliver-García, Á.: An approach to Storm Filomena severe snowfall and precipitation in Spain: preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10406, https://doi.org/10.5194/egusphere-egu21-10406, 2021.
EGU21-9166 | vPICO presentations | NH1.7
A relation between extreme precipitation and surface air temperature over Russia in the last four decadesMaria Aleshina, Vladimir Semenov, and Alexander Chernokulsky
Precipitation extremes are widely thought to intensify with the global warming due to exponential growth, following the Clausius-Clapeyron (C-C) equation of atmosphere water holding capacity with rising temperatures. However, a number of recent studies based on station and reanalysis data for the contemporary period showed that scaling rates between extreme precipitation and temperature are strongly dependent on temperature range, region and moisture availability. Here, we examine the scaling between daily precipitation extremes and surface air temperature over Russian territory for the last four decades using meteorological stations data and ERA-Interim reanalysis. The precipitation-temperature relation is examined for total precipitation amount and, separately, for convective and large-scale precipitation types. In winter, a general increase of extreme precipitation of all types according to C-C relation is revealed. For the Russian Far East region, the stratiform precipitation extremes scale with surface air temperature following even super C-C rates, about two times as fast as C-C. However, in summer we find a peak-like structure of the precipitation-temperature scaling, especially for the convective precipitation in the southern regions of the country. Being consistent with the C-C relationship, extreme precipitation peaks at the temperature range between 15 °C and 20 °C. For the higher temperatures, the negative scaling prevails. Furthermore, it was shown that relative humidity in general decreases with growing temperature in summer. Notably, there appears to be a temperature threshold in the 15-20 °C range, beyond that relative humidity begins to decline more rapidly. This indicates that moisture availability can be the major factor for the peak-shaped relationship between extreme precipitation and temperature revealed by our analysis.
How to cite: Aleshina, M., Semenov, V., and Chernokulsky, A.: A relation between extreme precipitation and surface air temperature over Russia in the last four decades, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9166, https://doi.org/10.5194/egusphere-egu21-9166, 2021.
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Precipitation extremes are widely thought to intensify with the global warming due to exponential growth, following the Clausius-Clapeyron (C-C) equation of atmosphere water holding capacity with rising temperatures. However, a number of recent studies based on station and reanalysis data for the contemporary period showed that scaling rates between extreme precipitation and temperature are strongly dependent on temperature range, region and moisture availability. Here, we examine the scaling between daily precipitation extremes and surface air temperature over Russian territory for the last four decades using meteorological stations data and ERA-Interim reanalysis. The precipitation-temperature relation is examined for total precipitation amount and, separately, for convective and large-scale precipitation types. In winter, a general increase of extreme precipitation of all types according to C-C relation is revealed. For the Russian Far East region, the stratiform precipitation extremes scale with surface air temperature following even super C-C rates, about two times as fast as C-C. However, in summer we find a peak-like structure of the precipitation-temperature scaling, especially for the convective precipitation in the southern regions of the country. Being consistent with the C-C relationship, extreme precipitation peaks at the temperature range between 15 °C and 20 °C. For the higher temperatures, the negative scaling prevails. Furthermore, it was shown that relative humidity in general decreases with growing temperature in summer. Notably, there appears to be a temperature threshold in the 15-20 °C range, beyond that relative humidity begins to decline more rapidly. This indicates that moisture availability can be the major factor for the peak-shaped relationship between extreme precipitation and temperature revealed by our analysis.
How to cite: Aleshina, M., Semenov, V., and Chernokulsky, A.: A relation between extreme precipitation and surface air temperature over Russia in the last four decades, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9166, https://doi.org/10.5194/egusphere-egu21-9166, 2021.
EGU21-9176 | vPICO presentations | NH1.7
Reconstruction of a realistic rainfall field for extreme events happened in mountain areaAndrea Abbate, Laura Longoni, and Monica Papini
In the field of hydrogeological risk, rainfalls represent the most important triggering factor for superficial terrain failures such as shallow landslides, soil slips and debris flow. The availability of local rain gauges measurements is fundamental for defining the cause-effect relationship for predicting failure scenarios. Unfortunately, these hydrogeological phenomena are typical triggered over mountains regions where the density of the ground-based meteorological network is poor, and the local effects caused by mountains topography can change dramatically the spatial and temporal distribution of rainfall. Therefore, trying to reconstruct a representative rainfall field across mountain areas is a challenge but is a mandatory task for the interpretation of triggering causes. We present a reanalysis of an ensemble of extreme rainfall events happened across central Alps and Pre-Alps, in the northern part of Lombardy Region, Italy. We have investigated around some critical aspects such as their intensity and persistency also proposing a modelling of their meteorological evolution, using the Linear Upslope-Rainfall Model (LUM). We have considered this model because it is designed for describing the mechanism of orographic precipitation intensification that was identified as the main cause of that extreme events. To test and calibrate the LUM model we have considered local rain gauges data because they represent the effective rainfall poured on the ground. These punctual data are generally considered for landslide assessment, in particular for rainfall induced phenomena such as shallow landslides and debris flows. Considering our test cases, the results obtained have shown that the LUM has been able to reproduce accurately the rainfall field. In this regard, LUM model can help to address further information around those ungauged area where rainfall estimation could be critical for evaluating the hazard. We are conscious that our and other studies around this topic would be propaedeutic in the next future for the adoption of an integrated framework among the real-time meteorological modelling and the hydrogeological induced risk assessment and prevision.
How to cite: Abbate, A., Longoni, L., and Papini, M.: Reconstruction of a realistic rainfall field for extreme events happened in mountain area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9176, https://doi.org/10.5194/egusphere-egu21-9176, 2021.
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In the field of hydrogeological risk, rainfalls represent the most important triggering factor for superficial terrain failures such as shallow landslides, soil slips and debris flow. The availability of local rain gauges measurements is fundamental for defining the cause-effect relationship for predicting failure scenarios. Unfortunately, these hydrogeological phenomena are typical triggered over mountains regions where the density of the ground-based meteorological network is poor, and the local effects caused by mountains topography can change dramatically the spatial and temporal distribution of rainfall. Therefore, trying to reconstruct a representative rainfall field across mountain areas is a challenge but is a mandatory task for the interpretation of triggering causes. We present a reanalysis of an ensemble of extreme rainfall events happened across central Alps and Pre-Alps, in the northern part of Lombardy Region, Italy. We have investigated around some critical aspects such as their intensity and persistency also proposing a modelling of their meteorological evolution, using the Linear Upslope-Rainfall Model (LUM). We have considered this model because it is designed for describing the mechanism of orographic precipitation intensification that was identified as the main cause of that extreme events. To test and calibrate the LUM model we have considered local rain gauges data because they represent the effective rainfall poured on the ground. These punctual data are generally considered for landslide assessment, in particular for rainfall induced phenomena such as shallow landslides and debris flows. Considering our test cases, the results obtained have shown that the LUM has been able to reproduce accurately the rainfall field. In this regard, LUM model can help to address further information around those ungauged area where rainfall estimation could be critical for evaluating the hazard. We are conscious that our and other studies around this topic would be propaedeutic in the next future for the adoption of an integrated framework among the real-time meteorological modelling and the hydrogeological induced risk assessment and prevision.
How to cite: Abbate, A., Longoni, L., and Papini, M.: Reconstruction of a realistic rainfall field for extreme events happened in mountain area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9176, https://doi.org/10.5194/egusphere-egu21-9176, 2021.
EGU21-11927 | vPICO presentations | NH1.7
Machine Learning Prediction of Precipitation in Metro Manila, PhilippinesAkira Noda
It is difficult to predict the occurrence and rain volume of torrential rainfalls, such as guerrilla rain, rain band with typhoon and linear precipitation zone. As heavy rain area is spatially localized and the parent thunderstorm tends to develop within a short time, it makes difficult to accurately predict the occurrence location/time and rain volume. Recently, the machine learning technique is remarkably developed with the improved processing speed of computers and with a huge amount of the data. In addition to this, the application of the machine learning methods to the meteorological fields is intensively tried in the world. Since 2017, we started installing the automatic weather observation system (AWS) named as P-POTEKA in Metro Manila, the Philippines, which is one of the cities suffering from the torrential rainfall and related flood. So far, we installed 35-P-POTEKAs in Metro Manila and continue the weather observations (rain volume, temperature, air pressure, humidity, wind speed, wind direction and solar radiation) with the time resolution of 1 min. In this study, we used both P-POTEKA rain volume data and machine learning model (ConvLSTM: Convolutional Long-Short Term Memory) in order to predict the near future (< 1hour) rain volume and distribution. At the presentation, we will show the results derived from the machine learning prediction of the rain volume and distribution more in detail.
How to cite: Noda, A.: Machine Learning Prediction of Precipitation in Metro Manila, Philippines, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11927, https://doi.org/10.5194/egusphere-egu21-11927, 2021.
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It is difficult to predict the occurrence and rain volume of torrential rainfalls, such as guerrilla rain, rain band with typhoon and linear precipitation zone. As heavy rain area is spatially localized and the parent thunderstorm tends to develop within a short time, it makes difficult to accurately predict the occurrence location/time and rain volume. Recently, the machine learning technique is remarkably developed with the improved processing speed of computers and with a huge amount of the data. In addition to this, the application of the machine learning methods to the meteorological fields is intensively tried in the world. Since 2017, we started installing the automatic weather observation system (AWS) named as P-POTEKA in Metro Manila, the Philippines, which is one of the cities suffering from the torrential rainfall and related flood. So far, we installed 35-P-POTEKAs in Metro Manila and continue the weather observations (rain volume, temperature, air pressure, humidity, wind speed, wind direction and solar radiation) with the time resolution of 1 min. In this study, we used both P-POTEKA rain volume data and machine learning model (ConvLSTM: Convolutional Long-Short Term Memory) in order to predict the near future (< 1hour) rain volume and distribution. At the presentation, we will show the results derived from the machine learning prediction of the rain volume and distribution more in detail.
How to cite: Noda, A.: Machine Learning Prediction of Precipitation in Metro Manila, Philippines, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11927, https://doi.org/10.5194/egusphere-egu21-11927, 2021.
EGU21-10568 | vPICO presentations | NH1.7
An evaluation of the effectiveness of known large-scale modes for predicting extreme Mei-yu precipitation over China using causality driven approachKelvin Ng, Gregor Leckebusch, and Kevin Hodges
Record-breaking amount of Mei-yu rainfall around the Yangtze River has been observed in the 2020 Mei-yu season. This shows the necessity and urgency of accurate prediction of extreme Mei-yu precipitation over China for the current and future climate. Such information could further improve the decision and policy making in the region. Many studies in the past have shown that large-scale modes, e.g. western north Pacific subtropical high and the south Asia high, play a role in controlling extreme Mei-yu precipitation over China. Although the spatial resolution of typical climate models might be too coarse to simulate extreme precipitation accurately, they are likely to simulate large-scale modes reasonably well. One might be possible to construct a causally guided statistical model based on those known large-scale modes to predict extreme Mei-yu precipitation.
In this presentation, we show preliminary results of the relationship between known large-scale atmospheric and oceanic modes and extreme Mei-yu precipitation in the two regions of China, i.e. Yangtze River Valley and Southern China, using the causal network discovery approach. The relationships between large-scale modes and extreme Mei-yu precipitation on different time scale are explored. Implication of relationships in constructing statistical predictive model is also discussed.
How to cite: Ng, K., Leckebusch, G., and Hodges, K.: An evaluation of the effectiveness of known large-scale modes for predicting extreme Mei-yu precipitation over China using causality driven approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10568, https://doi.org/10.5194/egusphere-egu21-10568, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Record-breaking amount of Mei-yu rainfall around the Yangtze River has been observed in the 2020 Mei-yu season. This shows the necessity and urgency of accurate prediction of extreme Mei-yu precipitation over China for the current and future climate. Such information could further improve the decision and policy making in the region. Many studies in the past have shown that large-scale modes, e.g. western north Pacific subtropical high and the south Asia high, play a role in controlling extreme Mei-yu precipitation over China. Although the spatial resolution of typical climate models might be too coarse to simulate extreme precipitation accurately, they are likely to simulate large-scale modes reasonably well. One might be possible to construct a causally guided statistical model based on those known large-scale modes to predict extreme Mei-yu precipitation.
In this presentation, we show preliminary results of the relationship between known large-scale atmospheric and oceanic modes and extreme Mei-yu precipitation in the two regions of China, i.e. Yangtze River Valley and Southern China, using the causal network discovery approach. The relationships between large-scale modes and extreme Mei-yu precipitation on different time scale are explored. Implication of relationships in constructing statistical predictive model is also discussed.
How to cite: Ng, K., Leckebusch, G., and Hodges, K.: An evaluation of the effectiveness of known large-scale modes for predicting extreme Mei-yu precipitation over China using causality driven approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10568, https://doi.org/10.5194/egusphere-egu21-10568, 2021.
EGU21-15165 | vPICO presentations | NH1.7
Modelling the occurrence of convective hazards using ERA5 reanalysis dataFrancesco Battaglioli, Pieter Groenemeijer, Tomas Pucik, Uwe Ulbrich, Henning Rust, Thilo Kühne, and Mateusz Taszarek
Convective hazards such as large hail, severe wind gusts, tornadoes, and heavy rainfall cause high economic damages, fatalities, and injuries across Europe. There are insufficient observations to determine whether trends in such local phenomena exist, however recent studies suggest that the conditions supporting such hazards have become more frequent across large parts of Europe in recent decades.
We model the occurrence of these hazards using Generalized Additive Models (GAM) to investigate the existence of such long-term trends, and to enable objective probabilistic forecasts of these hazards. The models are trained with storm reports from the European Severe Weather Database (ESWD), lightning observations from the EUCLID network, and predictor parameters derived from the ERA5 reanalysis. Our work is based on the framework AR-CHaMo (Additive Regression Convective Hazard Models), previously developed at ESSL.
Preliminary results include a spatial depiction of the environmental conditions giving rise to convective hazards at a higher resolution than was possible before. The skill of hail models developed using AR-CHaMo has been shown to be superior to composite parameters used by weather forecasters for the occurrence of large hail, such as the Supercell Composite Parameter (SCP) and the Significant Hail Parameter (SHP). Likewise, for tornadoes, more skillful models can be constructed using the AR-CHaMo framework than predictors such as the Significant Tornado Parameter (STP).
The developed models have use both in climate studies and in medium-range severe weather forecasting. We will report on initial efforts to detect long term (1979-2019) trends of convective hazards and present how these models can be used to support severe weather forecasting using medium-range ensemble forecasts.
How to cite: Battaglioli, F., Groenemeijer, P., Pucik, T., Ulbrich, U., Rust, H., Kühne, T., and Taszarek, M.: Modelling the occurrence of convective hazards using ERA5 reanalysis data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15165, https://doi.org/10.5194/egusphere-egu21-15165, 2021.
Convective hazards such as large hail, severe wind gusts, tornadoes, and heavy rainfall cause high economic damages, fatalities, and injuries across Europe. There are insufficient observations to determine whether trends in such local phenomena exist, however recent studies suggest that the conditions supporting such hazards have become more frequent across large parts of Europe in recent decades.
We model the occurrence of these hazards using Generalized Additive Models (GAM) to investigate the existence of such long-term trends, and to enable objective probabilistic forecasts of these hazards. The models are trained with storm reports from the European Severe Weather Database (ESWD), lightning observations from the EUCLID network, and predictor parameters derived from the ERA5 reanalysis. Our work is based on the framework AR-CHaMo (Additive Regression Convective Hazard Models), previously developed at ESSL.
Preliminary results include a spatial depiction of the environmental conditions giving rise to convective hazards at a higher resolution than was possible before. The skill of hail models developed using AR-CHaMo has been shown to be superior to composite parameters used by weather forecasters for the occurrence of large hail, such as the Supercell Composite Parameter (SCP) and the Significant Hail Parameter (SHP). Likewise, for tornadoes, more skillful models can be constructed using the AR-CHaMo framework than predictors such as the Significant Tornado Parameter (STP).
The developed models have use both in climate studies and in medium-range severe weather forecasting. We will report on initial efforts to detect long term (1979-2019) trends of convective hazards and present how these models can be used to support severe weather forecasting using medium-range ensemble forecasts.
How to cite: Battaglioli, F., Groenemeijer, P., Pucik, T., Ulbrich, U., Rust, H., Kühne, T., and Taszarek, M.: Modelling the occurrence of convective hazards using ERA5 reanalysis data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15165, https://doi.org/10.5194/egusphere-egu21-15165, 2021.
EGU21-8518 | vPICO presentations | NH1.7
Change in thunderstorm activity in a projected warmer future climate over BangladeshShahana Akter Esha and Nasreen Jahan
Thunderstorms can have a wide range of impacts on modern societies and their assets. Severe thunderstorms associated with thunder squall, hail, tornado, and lightning cause extensive damage and losses to lives, especially in the densely populated sub-tropical countries like Bangladesh. In this study the future changes in thunderstorm conducive environments, in terms convective available potential energy (CAPE), have been assessed under the RCP 8.5 scenario for the selected major cities of Bangladesh. Results show an increase in CAPE for all the selected cities and in the range of 44%–106%. Later, a statistical thunderstorm frequency prediction model has been developed based on CAPE and convective precipitation and the probable scenario of thunderstorm frequency in the 21st century under future climate has been projected. The simulations were carried out for three different time slices (Early, Mid and Late 21st century) with CMCC-CM (Centro Euro-Mediterraneo per Cambiamenti Climatici Climate Model) model data. The future projection of thunderstorm shows an increase in thunderstorm frequency for all the season in a warmer future climate. But pre-monsoon and monsoon are found to be the most thunderstorm frequent season. Given the substantial damage from severe thunderstorms in the current climate, such increases imply an increasing risk of thunderstorm-related damage in this disaster-prone region of the world.
How to cite: Esha, S. A. and Jahan, N.: Change in thunderstorm activity in a projected warmer future climate over Bangladesh, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8518, https://doi.org/10.5194/egusphere-egu21-8518, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Thunderstorms can have a wide range of impacts on modern societies and their assets. Severe thunderstorms associated with thunder squall, hail, tornado, and lightning cause extensive damage and losses to lives, especially in the densely populated sub-tropical countries like Bangladesh. In this study the future changes in thunderstorm conducive environments, in terms convective available potential energy (CAPE), have been assessed under the RCP 8.5 scenario for the selected major cities of Bangladesh. Results show an increase in CAPE for all the selected cities and in the range of 44%–106%. Later, a statistical thunderstorm frequency prediction model has been developed based on CAPE and convective precipitation and the probable scenario of thunderstorm frequency in the 21st century under future climate has been projected. The simulations were carried out for three different time slices (Early, Mid and Late 21st century) with CMCC-CM (Centro Euro-Mediterraneo per Cambiamenti Climatici Climate Model) model data. The future projection of thunderstorm shows an increase in thunderstorm frequency for all the season in a warmer future climate. But pre-monsoon and monsoon are found to be the most thunderstorm frequent season. Given the substantial damage from severe thunderstorms in the current climate, such increases imply an increasing risk of thunderstorm-related damage in this disaster-prone region of the world.
How to cite: Esha, S. A. and Jahan, N.: Change in thunderstorm activity in a projected warmer future climate over Bangladesh, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8518, https://doi.org/10.5194/egusphere-egu21-8518, 2021.
EGU21-9431 | vPICO presentations | NH1.7
Climate change effects on sub-daily extreme precipitation over Europe and the role of natural variabilityBenjamin Poschlod and Ralf Ludwig
Sub-daily precipitation extremes over Europe induce hazards such as mass movements and floods. These hazards are impacting the society in terms of financial losses, which is of great interest for insurance companies. The occurrence probability of heavy rainfall events is often assessed by calculating rainfall return periods. Though, these estimations are governed by uncertainties due to the natural variability of the climate system.
Here, we quantify the range of sub-daily extreme precipitation due to natural variability within the single model initial-condition large ensemble featuring 50 members of the Canadian regional climate model, version 5 (CRCM5) under the high-emission scenario Representative Concentration Pathway 8.5. Therefore, we calculate 10-year return levels of sub-daily precipitation for hourly to 24-hourly aggregations in a European domain for each of the 50 ensemble members. The analysis is carried out for four time periods covering 1980 to 2099: the reference period (1980 – 2009) and three future periods (2010 – 2039, 2040 – 2069, 2070 – 2099).
We find that the rainfall intensities of the 10-year return levels increase by 5 – 9 % on areal average for every future 30-year period. There, short-duration rainfall intensities increase to a greater extent than longer-duration rainfall intensities. Natural variability as uncertainty source is quantified as the range between the median of the 50 members and the 5th and 95th quantile, respectively. This spread is between -16 % – 20 % for hourly duration and -13 % – 17 % for 24-hourly duration.
These findings highlight the large impact of natural variability on the estimation of extreme precipitation return levels. This database also allows us to identify regions in Europe, where future median extreme precipitation exceeds the 95th quantile of the reference period. These regions of significant changes are in northern Europe, central Europe and the eastern part of the Mediterranean.
How to cite: Poschlod, B. and Ludwig, R.: Climate change effects on sub-daily extreme precipitation over Europe and the role of natural variability, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9431, https://doi.org/10.5194/egusphere-egu21-9431, 2021.
Sub-daily precipitation extremes over Europe induce hazards such as mass movements and floods. These hazards are impacting the society in terms of financial losses, which is of great interest for insurance companies. The occurrence probability of heavy rainfall events is often assessed by calculating rainfall return periods. Though, these estimations are governed by uncertainties due to the natural variability of the climate system.
Here, we quantify the range of sub-daily extreme precipitation due to natural variability within the single model initial-condition large ensemble featuring 50 members of the Canadian regional climate model, version 5 (CRCM5) under the high-emission scenario Representative Concentration Pathway 8.5. Therefore, we calculate 10-year return levels of sub-daily precipitation for hourly to 24-hourly aggregations in a European domain for each of the 50 ensemble members. The analysis is carried out for four time periods covering 1980 to 2099: the reference period (1980 – 2009) and three future periods (2010 – 2039, 2040 – 2069, 2070 – 2099).
We find that the rainfall intensities of the 10-year return levels increase by 5 – 9 % on areal average for every future 30-year period. There, short-duration rainfall intensities increase to a greater extent than longer-duration rainfall intensities. Natural variability as uncertainty source is quantified as the range between the median of the 50 members and the 5th and 95th quantile, respectively. This spread is between -16 % – 20 % for hourly duration and -13 % – 17 % for 24-hourly duration.
These findings highlight the large impact of natural variability on the estimation of extreme precipitation return levels. This database also allows us to identify regions in Europe, where future median extreme precipitation exceeds the 95th quantile of the reference period. These regions of significant changes are in northern Europe, central Europe and the eastern part of the Mediterranean.
How to cite: Poschlod, B. and Ludwig, R.: Climate change effects on sub-daily extreme precipitation over Europe and the role of natural variability, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9431, https://doi.org/10.5194/egusphere-egu21-9431, 2021.
EGU21-10530 | vPICO presentations | NH1.7
How are Global Extreme Temperature and Precipitation Events Changing?Laurie Huning
As the global temperature increases, the likelihood of extreme temperature and precipitation events occurring is expected to change across many parts of the world. In particular, a warmer world can alter the spatiotemporal characteristics (e.g., intensity, magnitude, distribution, frequency) and patterns of such events. The changing character of extreme events in the future can have substantial impacts (e.g., flooding, drought) that affect our society, built and natural environments, and food, water, and energy systems. We therefore must better understand and quantify how the distribution of temperature and precipitation are changing. In this study, the Coupled Model Intercomparison Project phase 6 (CMIP6) simulations are used to characterize shifts in the distribution of temperature and precipitation as they vary across space and time using both historical simulations and projections. This research demonstrates how different parts of these distributions exhibit nonlinear changes (e.g., the hottest and wettest events) in the future. This study also characterizes inter-model differences to better assess uncertainty across historical simulations and projections as well as how human activities influence extreme events.
How to cite: Huning, L.: How are Global Extreme Temperature and Precipitation Events Changing?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10530, https://doi.org/10.5194/egusphere-egu21-10530, 2021.
As the global temperature increases, the likelihood of extreme temperature and precipitation events occurring is expected to change across many parts of the world. In particular, a warmer world can alter the spatiotemporal characteristics (e.g., intensity, magnitude, distribution, frequency) and patterns of such events. The changing character of extreme events in the future can have substantial impacts (e.g., flooding, drought) that affect our society, built and natural environments, and food, water, and energy systems. We therefore must better understand and quantify how the distribution of temperature and precipitation are changing. In this study, the Coupled Model Intercomparison Project phase 6 (CMIP6) simulations are used to characterize shifts in the distribution of temperature and precipitation as they vary across space and time using both historical simulations and projections. This research demonstrates how different parts of these distributions exhibit nonlinear changes (e.g., the hottest and wettest events) in the future. This study also characterizes inter-model differences to better assess uncertainty across historical simulations and projections as well as how human activities influence extreme events.
How to cite: Huning, L.: How are Global Extreme Temperature and Precipitation Events Changing?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10530, https://doi.org/10.5194/egusphere-egu21-10530, 2021.
EGU21-8285 | vPICO presentations | NH1.7
Climate change impact on the hydrometeorological drought propagationHadush Meresa, Conor Murphy, and Rowan Fealy
Hydrometeorological droughts are complex hazards that cover wide areas with typically slow-onset and can affect different social, economic, environmental sectors at different spatial and temporal scales. However, it is challenging to investigate changes in hydrometeorological drought and their propagation from precipitation deficit, to soil moisture, discharge and groundwater deficits and to ascertain to what extent climatic change may affect drought characteristics (e.g. magnitude, frequency and duration). This research explores changes in hydrometeorological drought characteristics and their propagation from meteorological to hydrological drought states using climate model simulations from CMIP6 to force a conceptual hydrological model. Using a sample of 30 catchments in Ireland, we examine changes in hydrometeorological drought using standardised indices of precipitation (SPI), soil moisture deficits (SPEI), runoff (SRI) and baseflow (SBI). We find that downscaled CMIP6 projections are poor at capturing droughts at shorter timescales, however performance increases depending on bias correction technique and drought accumulation period. Largest uncertainties in drought projections emanate from climate models, outweighing the role of hydrological model parameter uncertainty, bias correction and emissions scenarios. Projected changes in drought characteristics strongly covary for SPI and SPEI, however covariation in changes is weaker for SRI and SBI. The propagation of meteorological to hydrological drought increases over time, with proportional increases for moderate, severe and extreme droughts. Across the catchment sample the average lag time between meteorological and hydrological drought occurrence in the baseline period is 3-5 months, with lag times likely to increase with climate change. Therefore, results suggest that while the propagation of meteorological droughts to hydrological events (SRI/SBI), increases, the time taken for precipitation anomalies to become apparent in hydrological variables increases. Such changes in drought propagation need to be considered in adaptation planning.
How to cite: Meresa, H., Murphy, C., and Fealy, R.: Climate change impact on the hydrometeorological drought propagation , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8285, https://doi.org/10.5194/egusphere-egu21-8285, 2021.
Hydrometeorological droughts are complex hazards that cover wide areas with typically slow-onset and can affect different social, economic, environmental sectors at different spatial and temporal scales. However, it is challenging to investigate changes in hydrometeorological drought and their propagation from precipitation deficit, to soil moisture, discharge and groundwater deficits and to ascertain to what extent climatic change may affect drought characteristics (e.g. magnitude, frequency and duration). This research explores changes in hydrometeorological drought characteristics and their propagation from meteorological to hydrological drought states using climate model simulations from CMIP6 to force a conceptual hydrological model. Using a sample of 30 catchments in Ireland, we examine changes in hydrometeorological drought using standardised indices of precipitation (SPI), soil moisture deficits (SPEI), runoff (SRI) and baseflow (SBI). We find that downscaled CMIP6 projections are poor at capturing droughts at shorter timescales, however performance increases depending on bias correction technique and drought accumulation period. Largest uncertainties in drought projections emanate from climate models, outweighing the role of hydrological model parameter uncertainty, bias correction and emissions scenarios. Projected changes in drought characteristics strongly covary for SPI and SPEI, however covariation in changes is weaker for SRI and SBI. The propagation of meteorological to hydrological drought increases over time, with proportional increases for moderate, severe and extreme droughts. Across the catchment sample the average lag time between meteorological and hydrological drought occurrence in the baseline period is 3-5 months, with lag times likely to increase with climate change. Therefore, results suggest that while the propagation of meteorological droughts to hydrological events (SRI/SBI), increases, the time taken for precipitation anomalies to become apparent in hydrological variables increases. Such changes in drought propagation need to be considered in adaptation planning.
How to cite: Meresa, H., Murphy, C., and Fealy, R.: Climate change impact on the hydrometeorological drought propagation , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8285, https://doi.org/10.5194/egusphere-egu21-8285, 2021.
EGU21-3818 | vPICO presentations | NH1.7
The propagation dynamics and causes of hydrological drought in response to meteorological drought at seasonal timescaleLan Ma, Qiang Huang, Shengzhi Huang, Dengfeng Liu, Guoyong Leng, Lu Wang, and Pei Li
According to widely accepted definition of drought, meteorological and hydrological droughts originally develop from rainfalls and runoffs deficits, respectively. Runoffs deficit is mainly derived from rainfalls deficit. Therefore, hydrological drought is essentially propagated from meteorological drought, which is critical for agricultural water management. Investigation of the propagation from meteorological to hydrological drought is important for drought early warning, preparedness and mitigation. Nevertheless, the characteristics and dynamic of drought propagation in spatiotemporal scale remain unresolved. To this end, the characteristics and dynamic of drought propagation in different seasons and their linkages with key forcing factors are evaluated. In this study, the meteorological drought and hydrological drought are characterized by Standardized Precipitation Index (SPI) and Standardized Runoff Index (SRI), respectively. The propagation time is identified by the corresponding timescale of the maximum correlation coefficient between SPI and SRI. Then, a 20-year sliding window is adopted to explore the propagation dynamic in various seasons. Furthermore, the multiple linear regression model (MLR) is established to quantitatively explore the influence of meteorological factors, underlying surface features and teleconnection factors on the propagation time variations. The Wei River Basin (WRB), which is a typical Loess Plateau watershed in China, is selected as a case study. Results indicate that: (1) the propagation time from meteorological to hydrological drought is shorter in summer (2 months) and autumn (3 months), whilst that is longer in spring (8 months) and winter (13 months). Moreover, the propagation rates exhibit decreasing trend in warm seasons, which however show increasing trend in cold seasons; (2) a significant slowing propagation in autumn is mainly caused by the decreasing soil moisture and precipitation, while the non-significant tendency in summer is generally induced by the offset between insignificant increasing precipitation and significant decreasing soil moisture; (3) the replenishment from streamflow to groundwater in advance prompts the faster propagation from meteorological to hydrological drought in spring and winter; (4) teleconnection factors have strong influences on the propagation in autumn, in which Arctic Oscillation (AO), El Niño-Southern Oscillation (ENSO) and Pacific Decadal Oscillation (PDO) mainly affect participation, arid index and soil moisture, thereby impacting drought propagation.
How to cite: Ma, L., Huang, Q., Huang, S., Liu, D., Leng, G., Wang, L., and Li, P.: The propagation dynamics and causes of hydrological drought in response to meteorological drought at seasonal timescale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3818, https://doi.org/10.5194/egusphere-egu21-3818, 2021.
According to widely accepted definition of drought, meteorological and hydrological droughts originally develop from rainfalls and runoffs deficits, respectively. Runoffs deficit is mainly derived from rainfalls deficit. Therefore, hydrological drought is essentially propagated from meteorological drought, which is critical for agricultural water management. Investigation of the propagation from meteorological to hydrological drought is important for drought early warning, preparedness and mitigation. Nevertheless, the characteristics and dynamic of drought propagation in spatiotemporal scale remain unresolved. To this end, the characteristics and dynamic of drought propagation in different seasons and their linkages with key forcing factors are evaluated. In this study, the meteorological drought and hydrological drought are characterized by Standardized Precipitation Index (SPI) and Standardized Runoff Index (SRI), respectively. The propagation time is identified by the corresponding timescale of the maximum correlation coefficient between SPI and SRI. Then, a 20-year sliding window is adopted to explore the propagation dynamic in various seasons. Furthermore, the multiple linear regression model (MLR) is established to quantitatively explore the influence of meteorological factors, underlying surface features and teleconnection factors on the propagation time variations. The Wei River Basin (WRB), which is a typical Loess Plateau watershed in China, is selected as a case study. Results indicate that: (1) the propagation time from meteorological to hydrological drought is shorter in summer (2 months) and autumn (3 months), whilst that is longer in spring (8 months) and winter (13 months). Moreover, the propagation rates exhibit decreasing trend in warm seasons, which however show increasing trend in cold seasons; (2) a significant slowing propagation in autumn is mainly caused by the decreasing soil moisture and precipitation, while the non-significant tendency in summer is generally induced by the offset between insignificant increasing precipitation and significant decreasing soil moisture; (3) the replenishment from streamflow to groundwater in advance prompts the faster propagation from meteorological to hydrological drought in spring and winter; (4) teleconnection factors have strong influences on the propagation in autumn, in which Arctic Oscillation (AO), El Niño-Southern Oscillation (ENSO) and Pacific Decadal Oscillation (PDO) mainly affect participation, arid index and soil moisture, thereby impacting drought propagation.
How to cite: Ma, L., Huang, Q., Huang, S., Liu, D., Leng, G., Wang, L., and Li, P.: The propagation dynamics and causes of hydrological drought in response to meteorological drought at seasonal timescale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3818, https://doi.org/10.5194/egusphere-egu21-3818, 2021.
EGU21-12005 | vPICO presentations | NH1.7
Trend in precipitation and drought extremes in southern lowland regions of EuropeAlexandra Berényi, Rita Pongrácz, and Judit Bartholy
The effects of climate change on precipitation patterns can be observed on global scale, however, global climate change affects different regions more or less severely. Because of the high variability of precipitation in particular, future changes related to precipitation can be very different, even opposite on continental/regional scale. Even within Europe, the detected trends in precipitation patterns and extremes differ across the continent. According to climate model simulations for the future, Northern Europe is projected to become wetter, while the southern parts of the continent will tend to become drier by the end of the 21st century. The frequency and intensity of extreme precipitation will also increase in the whole continent. The possible shifts in precipitation patterns from wetter to drier conditions with fewer but increased extreme precipitation events can cause severe natural hazards, such as extended drought periods, water scarcity, floods and flash floods, therefore appropriate risk management is essential. For this purpose the analysis of possible hazards associated to specific precipitation-related weather phenomena is necessary and serves as key input.
Since plain regions play an important role in agricultural economy and are more exposed to floods because of their geographic features and the gravitational movement of surface water, our primary goal was to examine temporal and spatial changes in extreme precipitation events and dry spells in three European lowlands, located in the southern part of the continent. We selected the following regions: the Po-Valley located in Italy with humid subtropical climate; the Romanian Plain in Romania, and the Pannonian Plain covering different parts of Hungary, Serbia, Slovakia, Croatia, Romania and Ukraine with humid continental climatic conditions.
Precipitation time series were used from the E-OBS v.22 dataset on a 0.1° regular grid. The dataset is based on station measurements from Europe and are available from 1950 onward with daily temporal resolution. For the analysis of main precipitation patterns, dry spells and extreme events, we use 17 climate indices (most of them are defined by the Expert Team on Climate Change Detection and Indices, ECCDI). The analysis focuses on annual and seasonal changes in the three regions. The selected indices are capable to represent the differences and similarities between and within the plains. Our preliminary results show that the occurrence and intensity of extreme precipitation events increased in all regions, while the trends of duration and frequency of dry spells show both intra- and inter regional variability across the plains.
How to cite: Berényi, A., Pongrácz, R., and Bartholy, J.: Trend in precipitation and drought extremes in southern lowland regions of Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12005, https://doi.org/10.5194/egusphere-egu21-12005, 2021.
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The effects of climate change on precipitation patterns can be observed on global scale, however, global climate change affects different regions more or less severely. Because of the high variability of precipitation in particular, future changes related to precipitation can be very different, even opposite on continental/regional scale. Even within Europe, the detected trends in precipitation patterns and extremes differ across the continent. According to climate model simulations for the future, Northern Europe is projected to become wetter, while the southern parts of the continent will tend to become drier by the end of the 21st century. The frequency and intensity of extreme precipitation will also increase in the whole continent. The possible shifts in precipitation patterns from wetter to drier conditions with fewer but increased extreme precipitation events can cause severe natural hazards, such as extended drought periods, water scarcity, floods and flash floods, therefore appropriate risk management is essential. For this purpose the analysis of possible hazards associated to specific precipitation-related weather phenomena is necessary and serves as key input.
Since plain regions play an important role in agricultural economy and are more exposed to floods because of their geographic features and the gravitational movement of surface water, our primary goal was to examine temporal and spatial changes in extreme precipitation events and dry spells in three European lowlands, located in the southern part of the continent. We selected the following regions: the Po-Valley located in Italy with humid subtropical climate; the Romanian Plain in Romania, and the Pannonian Plain covering different parts of Hungary, Serbia, Slovakia, Croatia, Romania and Ukraine with humid continental climatic conditions.
Precipitation time series were used from the E-OBS v.22 dataset on a 0.1° regular grid. The dataset is based on station measurements from Europe and are available from 1950 onward with daily temporal resolution. For the analysis of main precipitation patterns, dry spells and extreme events, we use 17 climate indices (most of them are defined by the Expert Team on Climate Change Detection and Indices, ECCDI). The analysis focuses on annual and seasonal changes in the three regions. The selected indices are capable to represent the differences and similarities between and within the plains. Our preliminary results show that the occurrence and intensity of extreme precipitation events increased in all regions, while the trends of duration and frequency of dry spells show both intra- and inter regional variability across the plains.
How to cite: Berényi, A., Pongrácz, R., and Bartholy, J.: Trend in precipitation and drought extremes in southern lowland regions of Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12005, https://doi.org/10.5194/egusphere-egu21-12005, 2021.
EGU21-2101 | vPICO presentations | NH1.7
Estimation of future precipitation Return-Levels in Europe for the adaptation of industrial facilitiesSylvie Parey and Paul-Antoine Michelangeli
Industrial facilities, like any building or installation, are designed to withstand defined levels of natural hazards during their lifetime. These levels are requested by the regulations, and are commonly estimated by use of the Statistical Extreme Value theory ahead of the building in order to support the design of the planned asset. However, for long lasting installations, climate change may change the frequency of the level defined at the time of the building, so that the protection is not as high as initially expected. This work presented here aims at describing and testing a way to estimate Return Levels for precipitation in different locations in Europe at the 2050 time horizon. The methodology is based on the definition of a variable whose extremes can be considered as stationary, so that future Return Levels are obtained from those of this variable and the climate model changes in mean, standard deviation and rainy day frequency at the desired future horizon (Acero et al. 2017). The methodology is first tested in a cross-validation setting over the historical period using 15 rainfall observation time series in Europe provided by the ECA&D dataset and CMIP5 climate model simulations. Then, estimates of the 50-year Return Levels in 2050 are computed. The methodology is then applied to the gridded E-OBS dataset with the objective of producing risk maps at the European scale. The first step is then to compare the estimations previously obtained for the station time series to those obtained for the nearest E-OBS grid points, in order to assess the ability of gridded data to faithfully represent the behavior of the extremes. Depending on the results, advices can be given about the most suited way to map future rainfall extremes in Europe in relation to the adaptation of industrial facilities.
Reference:
Acero F.J., Parey S., Hoang T.T.H., Dacunha-Castelle D., Garcia J.A. and Gallego M.C.: Non-stationary future Return Levels for extreme rainfall over Extremadura (SW Iberian Peninsula). Hydrological Sciences Journal, 2017, DOI: 10.1080/02626667.2017.1328559
How to cite: Parey, S. and Michelangeli, P.-A.: Estimation of future precipitation Return-Levels in Europe for the adaptation of industrial facilities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2101, https://doi.org/10.5194/egusphere-egu21-2101, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Industrial facilities, like any building or installation, are designed to withstand defined levels of natural hazards during their lifetime. These levels are requested by the regulations, and are commonly estimated by use of the Statistical Extreme Value theory ahead of the building in order to support the design of the planned asset. However, for long lasting installations, climate change may change the frequency of the level defined at the time of the building, so that the protection is not as high as initially expected. This work presented here aims at describing and testing a way to estimate Return Levels for precipitation in different locations in Europe at the 2050 time horizon. The methodology is based on the definition of a variable whose extremes can be considered as stationary, so that future Return Levels are obtained from those of this variable and the climate model changes in mean, standard deviation and rainy day frequency at the desired future horizon (Acero et al. 2017). The methodology is first tested in a cross-validation setting over the historical period using 15 rainfall observation time series in Europe provided by the ECA&D dataset and CMIP5 climate model simulations. Then, estimates of the 50-year Return Levels in 2050 are computed. The methodology is then applied to the gridded E-OBS dataset with the objective of producing risk maps at the European scale. The first step is then to compare the estimations previously obtained for the station time series to those obtained for the nearest E-OBS grid points, in order to assess the ability of gridded data to faithfully represent the behavior of the extremes. Depending on the results, advices can be given about the most suited way to map future rainfall extremes in Europe in relation to the adaptation of industrial facilities.
Reference:
Acero F.J., Parey S., Hoang T.T.H., Dacunha-Castelle D., Garcia J.A. and Gallego M.C.: Non-stationary future Return Levels for extreme rainfall over Extremadura (SW Iberian Peninsula). Hydrological Sciences Journal, 2017, DOI: 10.1080/02626667.2017.1328559
How to cite: Parey, S. and Michelangeli, P.-A.: Estimation of future precipitation Return-Levels in Europe for the adaptation of industrial facilities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2101, https://doi.org/10.5194/egusphere-egu21-2101, 2021.
EGU21-5446 | vPICO presentations | NH1.7
Flood modelling in Tunisia: On the suitability of a large-scale hydrological model for flood forecasting at basin scaleElia Cantoni i Gomez, Yves Tramblay, Hamouda Dakhlaoui, Vera Thiemig, and Peter Salamon
Maghreb countries, like the rest of the Mediterranean region, are vulnerable to flood events which often cause disastrous damages and a large number of fatalities. In Europe, this problematic has been addressed by the implementation of the Copernicus European Flood Awareness System (EFAS) that, together with the national and regional flooding schemes, provide a robust tool for flood forecasting. Nevertheless, Maghreb countries do not have such national or regional flooding schemes and, although EFAS covers their northern territories, its forecast capability for these regions is limited as its hydrological model (LISFLOOD) remains uncalibrated due to data unavailability. As data become available, daily river discharge data of 21 Tunisian basins from 1980 to 2018 was used to implement and compare different flood modelling strategies including LISFLOOD and simpler models such as GR4J and IHACRES, which were calibrated for each basin separately. The LISFLOOD model was first implemented with its default parametrization to the 21 basins considered using both, the ERA5 dataset, and observed precipitation data from rain-gauges. Although the use of observations slightly increases the model performance, the performances achieved are substantially lower than with simpler calibrated hydrological models (i.e. GR4J and IHACRES); whereas these simpler models generally present KGE values over 0.4, just four out of the 21 catchments have positive KGE values when discharge is simulated with LISFLOOD.
The model sensitivity to six of its main parameters (Xinanjiang, preferential flow, upper groundwater time constant, lower groundwater time constant, percolation and Manning’s coefficient) was assessed through the application of the Latin hypercube sampling (LHS) scheme. The LHS was used to generate 1000 near-random samples of LISFLOOD parameters sets, to investigate the model sensitivity to these parameters within the 21 basins. This process was repeated constraining the parameter range progressively in order to achieve an optimal parameter set for each catchment, as well as an additional parametrization that could be used in all catchments while resulting into satisfactory performances. Additionally, a Sobol sensitivity analysis was conducted to further investigate the sensitivity of the parameters mentioned above. This analysis revealed that, for extreme discharge values, for extreme discharge values, the most sensitive parameters are the Upper and Lower groundwater time constants and the exponent in Xinanjiang equation for the soil infiltration capacity. Different calibration and validation experiments were carried out with different objective functions, in order to identify the best parameters sets suitable for flood modelling at regional scale.
How to cite: Cantoni i Gomez, E., Tramblay, Y., Dakhlaoui, H., Thiemig, V., and Salamon, P.: Flood modelling in Tunisia: On the suitability of a large-scale hydrological model for flood forecasting at basin scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5446, https://doi.org/10.5194/egusphere-egu21-5446, 2021.
Maghreb countries, like the rest of the Mediterranean region, are vulnerable to flood events which often cause disastrous damages and a large number of fatalities. In Europe, this problematic has been addressed by the implementation of the Copernicus European Flood Awareness System (EFAS) that, together with the national and regional flooding schemes, provide a robust tool for flood forecasting. Nevertheless, Maghreb countries do not have such national or regional flooding schemes and, although EFAS covers their northern territories, its forecast capability for these regions is limited as its hydrological model (LISFLOOD) remains uncalibrated due to data unavailability. As data become available, daily river discharge data of 21 Tunisian basins from 1980 to 2018 was used to implement and compare different flood modelling strategies including LISFLOOD and simpler models such as GR4J and IHACRES, which were calibrated for each basin separately. The LISFLOOD model was first implemented with its default parametrization to the 21 basins considered using both, the ERA5 dataset, and observed precipitation data from rain-gauges. Although the use of observations slightly increases the model performance, the performances achieved are substantially lower than with simpler calibrated hydrological models (i.e. GR4J and IHACRES); whereas these simpler models generally present KGE values over 0.4, just four out of the 21 catchments have positive KGE values when discharge is simulated with LISFLOOD.
The model sensitivity to six of its main parameters (Xinanjiang, preferential flow, upper groundwater time constant, lower groundwater time constant, percolation and Manning’s coefficient) was assessed through the application of the Latin hypercube sampling (LHS) scheme. The LHS was used to generate 1000 near-random samples of LISFLOOD parameters sets, to investigate the model sensitivity to these parameters within the 21 basins. This process was repeated constraining the parameter range progressively in order to achieve an optimal parameter set for each catchment, as well as an additional parametrization that could be used in all catchments while resulting into satisfactory performances. Additionally, a Sobol sensitivity analysis was conducted to further investigate the sensitivity of the parameters mentioned above. This analysis revealed that, for extreme discharge values, for extreme discharge values, the most sensitive parameters are the Upper and Lower groundwater time constants and the exponent in Xinanjiang equation for the soil infiltration capacity. Different calibration and validation experiments were carried out with different objective functions, in order to identify the best parameters sets suitable for flood modelling at regional scale.
How to cite: Cantoni i Gomez, E., Tramblay, Y., Dakhlaoui, H., Thiemig, V., and Salamon, P.: Flood modelling in Tunisia: On the suitability of a large-scale hydrological model for flood forecasting at basin scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5446, https://doi.org/10.5194/egusphere-egu21-5446, 2021.
EGU21-8386 | vPICO presentations | NH1.7
Dynamical drivers of the 2020 Mei Yu floods over ChinaMark Muetzelfeldt, Ambrogio Volonté, Reinhard Schiemann, Andrew Turner, and Nicholas Klingaman
Large parts of East and South Asia were affected by heavy precipitation and flooding during early summer 2020. This study provides both a statistical and dynamical characterisation of these events. By aggregating daily and monthly precipitation over river basins across Asia, it is shown that the Yangtze River Basin (YRB) is one of the areas that was particularly affected. June and July 2020 rainfalls were higher than in the previous 20 years, and the YRB experienced anomalously high rainfall across most of its sub-basins. An automated method detecting the daily position of the East Asian Summer Monsoon Front (EASMF) is applied to show that the anomalously high YRB precipitation was associated with an anomalously slow northward progression of the EASMF and prolonged Mei Yu conditions over the YRB lasting more than one month. Lagrangian trajectory analysis is employed to study the convergence of air masses in the EASMF during two 5-day heavy-precipitation episodes, 12-16 June and 4-8 July 2020. Despite heavy precipitation and the convergence of monsoonal and subtropical air masses seen in both episodes, clear differences are identified between these episodes in the location/strength of the Subtropical Westerly Jet and the location of the Western North Pacific Subtropical High. This study contextualises heavy precipitation in Asia in summer 2020 and showcases a number of analysis tools developed by the authors for the study of such events.
How to cite: Muetzelfeldt, M., Volonté, A., Schiemann, R., Turner, A., and Klingaman, N.: Dynamical drivers of the 2020 Mei Yu floods over China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8386, https://doi.org/10.5194/egusphere-egu21-8386, 2021.
Large parts of East and South Asia were affected by heavy precipitation and flooding during early summer 2020. This study provides both a statistical and dynamical characterisation of these events. By aggregating daily and monthly precipitation over river basins across Asia, it is shown that the Yangtze River Basin (YRB) is one of the areas that was particularly affected. June and July 2020 rainfalls were higher than in the previous 20 years, and the YRB experienced anomalously high rainfall across most of its sub-basins. An automated method detecting the daily position of the East Asian Summer Monsoon Front (EASMF) is applied to show that the anomalously high YRB precipitation was associated with an anomalously slow northward progression of the EASMF and prolonged Mei Yu conditions over the YRB lasting more than one month. Lagrangian trajectory analysis is employed to study the convergence of air masses in the EASMF during two 5-day heavy-precipitation episodes, 12-16 June and 4-8 July 2020. Despite heavy precipitation and the convergence of monsoonal and subtropical air masses seen in both episodes, clear differences are identified between these episodes in the location/strength of the Subtropical Westerly Jet and the location of the Western North Pacific Subtropical High. This study contextualises heavy precipitation in Asia in summer 2020 and showcases a number of analysis tools developed by the authors for the study of such events.
How to cite: Muetzelfeldt, M., Volonté, A., Schiemann, R., Turner, A., and Klingaman, N.: Dynamical drivers of the 2020 Mei Yu floods over China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8386, https://doi.org/10.5194/egusphere-egu21-8386, 2021.
EGU21-8577 | vPICO presentations | NH1.7
Intensity-Duration-Frequency (IDF) Curves Under Changing Climate – A Non-Stationary Modelling ApproachJency Maria Sojan and Roshan Srivastav
Anthropogenic activities have accelerated the global warming phenomena, causing a rapid change in the weather patterns, especially the extremes. Intensification of magnitude and frequency of extreme events have increased the stress on water infrastructures. Hence design methods have to be updated to build climate-resilient infrastructures. Intensity-Duration-Frequency (IDF) curves play a vital role in flood risk assessment and impact the region's socio-economic structure. In this study, a non-stationary modelling approach is proposed to develop IDF curves under changing climate using Global Climate Models (GCMs). Non-Stationary Generalized Extreme Value Distribution (NS-GEVD) location parameter is modelled as a linear function of GCM outputs. Data used for analysis is the annual maximum daily precipitation generated at a Hyderabad city station, India using 27 GCMs of Coupled Model Intercomparison Project Phase-5 (CMIP-5). The analysis is carried out for the baseline period of 1971 to 2005 and the future time-period of 2006 to 2100. Corrected Akaike Information Criterion test statistic is used to identify the best NS-GEVD model. The results indicate that NS-GEVD model could capture the non-stationary behaviour and predicted an average increase of 7% in extreme rainfall intensity for the future. Besides, it is observed that six GCM covariates outperform other GCMs. The outcomes of this study will benefit the city municipality, practitioners and decision-makers in identifying future risk for water infrastructures.
How to cite: Sojan, J. M. and Srivastav, R.: Intensity-Duration-Frequency (IDF) Curves Under Changing Climate – A Non-Stationary Modelling Approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8577, https://doi.org/10.5194/egusphere-egu21-8577, 2021.
Anthropogenic activities have accelerated the global warming phenomena, causing a rapid change in the weather patterns, especially the extremes. Intensification of magnitude and frequency of extreme events have increased the stress on water infrastructures. Hence design methods have to be updated to build climate-resilient infrastructures. Intensity-Duration-Frequency (IDF) curves play a vital role in flood risk assessment and impact the region's socio-economic structure. In this study, a non-stationary modelling approach is proposed to develop IDF curves under changing climate using Global Climate Models (GCMs). Non-Stationary Generalized Extreme Value Distribution (NS-GEVD) location parameter is modelled as a linear function of GCM outputs. Data used for analysis is the annual maximum daily precipitation generated at a Hyderabad city station, India using 27 GCMs of Coupled Model Intercomparison Project Phase-5 (CMIP-5). The analysis is carried out for the baseline period of 1971 to 2005 and the future time-period of 2006 to 2100. Corrected Akaike Information Criterion test statistic is used to identify the best NS-GEVD model. The results indicate that NS-GEVD model could capture the non-stationary behaviour and predicted an average increase of 7% in extreme rainfall intensity for the future. Besides, it is observed that six GCM covariates outperform other GCMs. The outcomes of this study will benefit the city municipality, practitioners and decision-makers in identifying future risk for water infrastructures.
How to cite: Sojan, J. M. and Srivastav, R.: Intensity-Duration-Frequency (IDF) Curves Under Changing Climate – A Non-Stationary Modelling Approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8577, https://doi.org/10.5194/egusphere-egu21-8577, 2021.
EGU21-9598 | vPICO presentations | NH1.7
Adaptation and Application of the large LAERTES-EU RCM Ensemble for Hydrological ModelingFlorian Ehmele, Lisa-Ann Kautz, Hendrik Feldmann, Yi He, Martin Kadlec, Fanny Dora Kelemen, Hilke Simone Lentink, Patrick Ludwig, Desmond Manful, and Joaquim Ginete Pinto
Enduring and extensive heavy precipitation associated with widespread river floods are among the main natural hazards affecting Central Europe. Since such events are characterized by long return periods, it is difficult to adequately quantify their frequency and intensity solely based on the available observations of precipitation. Furthermore, long-term observations are rare, not homogeneous in space and time, and thus not suitable to run hydrological models (HMs). To overcome this issue, we make use of the recently introduced LAERTES-EU (LArge Ensemble of Regional climaTe modEl Simulations for EUrope) data set, which is an ensemble of regional climate model simulations providing 12.000 simulated years. LAERTES-EU is adapted and applied for the use in an HM to calculate discharges for large river catchments in Central Europe, where the Rhine catchment serves as the pilot area for calibration and validation. Quantile mapping with a fixed density function is used to correct the bias in model precipitation. The results show clear improvements in the representation of both precipitation (e.g., annual cycle and intensity distributions) and simulated discharges by the HM after the bias correction. Furthermore, the large size of LAERTES-EU improves the statistical representativeness also for high return values of precipitation and discharges. While for the Rhine catchment a clear added value is identified, the results are more mixed for other catchments (e.g., the Upper Danube).
How to cite: Ehmele, F., Kautz, L.-A., Feldmann, H., He, Y., Kadlec, M., Kelemen, F. D., Lentink, H. S., Ludwig, P., Manful, D., and Pinto, J. G.: Adaptation and Application of the large LAERTES-EU RCM Ensemble for Hydrological Modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9598, https://doi.org/10.5194/egusphere-egu21-9598, 2021.
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Enduring and extensive heavy precipitation associated with widespread river floods are among the main natural hazards affecting Central Europe. Since such events are characterized by long return periods, it is difficult to adequately quantify their frequency and intensity solely based on the available observations of precipitation. Furthermore, long-term observations are rare, not homogeneous in space and time, and thus not suitable to run hydrological models (HMs). To overcome this issue, we make use of the recently introduced LAERTES-EU (LArge Ensemble of Regional climaTe modEl Simulations for EUrope) data set, which is an ensemble of regional climate model simulations providing 12.000 simulated years. LAERTES-EU is adapted and applied for the use in an HM to calculate discharges for large river catchments in Central Europe, where the Rhine catchment serves as the pilot area for calibration and validation. Quantile mapping with a fixed density function is used to correct the bias in model precipitation. The results show clear improvements in the representation of both precipitation (e.g., annual cycle and intensity distributions) and simulated discharges by the HM after the bias correction. Furthermore, the large size of LAERTES-EU improves the statistical representativeness also for high return values of precipitation and discharges. While for the Rhine catchment a clear added value is identified, the results are more mixed for other catchments (e.g., the Upper Danube).
How to cite: Ehmele, F., Kautz, L.-A., Feldmann, H., He, Y., Kadlec, M., Kelemen, F. D., Lentink, H. S., Ludwig, P., Manful, D., and Pinto, J. G.: Adaptation and Application of the large LAERTES-EU RCM Ensemble for Hydrological Modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9598, https://doi.org/10.5194/egusphere-egu21-9598, 2021.
EGU21-9778 | vPICO presentations | NH1.7
Evaluating the clustering of Central European rain-on-snow events with flood-inducing potentialMoritz Johannes Kirschner, Amelie Krug, Lun David, and Bodo Ahrens
Rain-on-snow (ROS) floods are responsible for the overwhelming majority of floods affecting multiple major river basins simultaneously in Europe during the last century. These widespread floods have serious negative economical, social and ecological effects, and knowledge about their rate of occurrence is critical for future projections in the face of climate change.
Recent studies have shown that ROS events (with flood-inducing potential) in Europe increase and decrease based on the elevation range considered since 1950 and there appears to be a clustering pattern of flood-poor and flood-rich periods since 1900. Our goal is to analyze if these changes in frequency can be realistically described by a stationary process (or a combination thereof) or if there must be hidden time-dependent driving factors to explain the observed clustering. To test this theory we analyze a simulation for the time period 1901-2010 based on ERA-20C dynamically downscaled using a coupled RCM. We apply a method from scan statistics and confirm the existence of significant periods poor and rich in ROS events with regards to the reference condition of independent and identically distributed random events and present their position in time. The same procedure is applied to the ROS event constituents (rainfall and snowmelt), where we identify such periods in the rainfall, but not in the snowmelt time series. We construct a stochastic ROS model by modelling precipitation and snowmelt via stationary gamma distributions fitted to our data but are unable to reproduce the observed clustering behaviour using the combined signal.
This study confirms that the observed ROS floods in Central Europe are unlikely to be the result of stationary processes which hints at climate drivers for the compound rain-on-snow process in Europe.
How to cite: Kirschner, M. J., Krug, A., David, L., and Ahrens, B.: Evaluating the clustering of Central European rain-on-snow events with flood-inducing potential, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9778, https://doi.org/10.5194/egusphere-egu21-9778, 2021.
Rain-on-snow (ROS) floods are responsible for the overwhelming majority of floods affecting multiple major river basins simultaneously in Europe during the last century. These widespread floods have serious negative economical, social and ecological effects, and knowledge about their rate of occurrence is critical for future projections in the face of climate change.
Recent studies have shown that ROS events (with flood-inducing potential) in Europe increase and decrease based on the elevation range considered since 1950 and there appears to be a clustering pattern of flood-poor and flood-rich periods since 1900. Our goal is to analyze if these changes in frequency can be realistically described by a stationary process (or a combination thereof) or if there must be hidden time-dependent driving factors to explain the observed clustering. To test this theory we analyze a simulation for the time period 1901-2010 based on ERA-20C dynamically downscaled using a coupled RCM. We apply a method from scan statistics and confirm the existence of significant periods poor and rich in ROS events with regards to the reference condition of independent and identically distributed random events and present their position in time. The same procedure is applied to the ROS event constituents (rainfall and snowmelt), where we identify such periods in the rainfall, but not in the snowmelt time series. We construct a stochastic ROS model by modelling precipitation and snowmelt via stationary gamma distributions fitted to our data but are unable to reproduce the observed clustering behaviour using the combined signal.
This study confirms that the observed ROS floods in Central Europe are unlikely to be the result of stationary processes which hints at climate drivers for the compound rain-on-snow process in Europe.
How to cite: Kirschner, M. J., Krug, A., David, L., and Ahrens, B.: Evaluating the clustering of Central European rain-on-snow events with flood-inducing potential, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9778, https://doi.org/10.5194/egusphere-egu21-9778, 2021.
EGU21-10706 | vPICO presentations | NH1.7
Extreme Storm Surge estimates and projection through the Metastatistical Extreme Value DistributionMaria Francesca Caruso and Marco Marani
Storm surges caused by extreme meteorological conditions are a major natural risk in coastal areas, especially in the context of global climate change. The increase of future sea-levels caused by continuing global warming, may endanger human lives and infrastructure through inundation, erosion and salinization.
Hence, the reliable estimation of the occurrence probability of these extreme events is crucial to quantify risk and to design adequate coastal defense structures. The probability of event occurrence is typically estimated by modelling observed sea-level records using one of a few statistical approaches.
The traditional Extreme Value Theory is based on the use of the Generalized Extreme Value distribution (GEV), fitted either by considering block (typically yearly) maxima, or values exceeding a high threshold (POT). This approach does not make full use of all observational information, and thereby does not minimize estimation uncertainty.
The recently proposed Metastatistical Extreme Value Distribution (MEVD), instead, makes use of most of the available observations and has been shown to outperform the classical GEV distribution in several applications, including hourly and daily rainfall, flood peak discharge and extreme hurricane intensity.
Here, we comparatively apply the MEVD and the GEV distribution to long time series of sea-level observations distributed along European coastlines (Venice (IT), Hornbaek (DK), Marseille (FR), Newlyn (UK)). A cross-validation approach, dividing available data in separate calibration and test sub-samples, is used to compare their performances in high-quantile estimation.
The MEVD approach is based on the definition of an “ordinary values” distribution (here a Generalized Pareto distribution), whose parameters are estimated using the Probability Weighted Moments method on non-overlapping sub-samples of fixed size (5 years). To address the problems posed by observational samples of different sizes, we explore the effect on uncertainty of different calibration sample sizes, from 5 to 30 years. In this application, we find that the GEVD-POT and MEVD approaches perform similarly, once the above parameter choices are optimized. In particular, when considering short samples (5 years) and events with a high return time, the estimation errors show no significant differences in their median value across methods and sites, all approaches producing a similar underestimation of the actual quantile. When larger calibration sample sizes are considered (10-30 yrs), the median error of MEVD estimates tends to be closer to zero than those obtained from the traditional methods.
Future projections of sea-level rise until 2100 are also analyzed, with reference to intermediate and extreme representative concentration pathways (RCP 4.5 and RCP 8.5). The probability of future storm surges along European coastlines are then estimated assuming a changing mean sea-level and an unchanged storm regime. The projections indicate future changes in mean sea-level lead to increases in the height of storm surges for a fixed return period that are spatially heterogeneous across the coastal locations explored.
How to cite: Caruso, M. F. and Marani, M.: Extreme Storm Surge estimates and projection through the Metastatistical Extreme Value Distribution, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10706, https://doi.org/10.5194/egusphere-egu21-10706, 2021.
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Storm surges caused by extreme meteorological conditions are a major natural risk in coastal areas, especially in the context of global climate change. The increase of future sea-levels caused by continuing global warming, may endanger human lives and infrastructure through inundation, erosion and salinization.
Hence, the reliable estimation of the occurrence probability of these extreme events is crucial to quantify risk and to design adequate coastal defense structures. The probability of event occurrence is typically estimated by modelling observed sea-level records using one of a few statistical approaches.
The traditional Extreme Value Theory is based on the use of the Generalized Extreme Value distribution (GEV), fitted either by considering block (typically yearly) maxima, or values exceeding a high threshold (POT). This approach does not make full use of all observational information, and thereby does not minimize estimation uncertainty.
The recently proposed Metastatistical Extreme Value Distribution (MEVD), instead, makes use of most of the available observations and has been shown to outperform the classical GEV distribution in several applications, including hourly and daily rainfall, flood peak discharge and extreme hurricane intensity.
Here, we comparatively apply the MEVD and the GEV distribution to long time series of sea-level observations distributed along European coastlines (Venice (IT), Hornbaek (DK), Marseille (FR), Newlyn (UK)). A cross-validation approach, dividing available data in separate calibration and test sub-samples, is used to compare their performances in high-quantile estimation.
The MEVD approach is based on the definition of an “ordinary values” distribution (here a Generalized Pareto distribution), whose parameters are estimated using the Probability Weighted Moments method on non-overlapping sub-samples of fixed size (5 years). To address the problems posed by observational samples of different sizes, we explore the effect on uncertainty of different calibration sample sizes, from 5 to 30 years. In this application, we find that the GEVD-POT and MEVD approaches perform similarly, once the above parameter choices are optimized. In particular, when considering short samples (5 years) and events with a high return time, the estimation errors show no significant differences in their median value across methods and sites, all approaches producing a similar underestimation of the actual quantile. When larger calibration sample sizes are considered (10-30 yrs), the median error of MEVD estimates tends to be closer to zero than those obtained from the traditional methods.
Future projections of sea-level rise until 2100 are also analyzed, with reference to intermediate and extreme representative concentration pathways (RCP 4.5 and RCP 8.5). The probability of future storm surges along European coastlines are then estimated assuming a changing mean sea-level and an unchanged storm regime. The projections indicate future changes in mean sea-level lead to increases in the height of storm surges for a fixed return period that are spatially heterogeneous across the coastal locations explored.
How to cite: Caruso, M. F. and Marani, M.: Extreme Storm Surge estimates and projection through the Metastatistical Extreme Value Distribution, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10706, https://doi.org/10.5194/egusphere-egu21-10706, 2021.
EGU21-12522 | vPICO presentations | NH1.7
Identifying and linking flash flood prone atmospheric conditions to flooding occurrences in central Western EuropeJudith Meyer, Audrey Douinot, Malte Neuper, Luca Mathias, Carol Tamez-Meléndez, Erwin Zehe, and Laurent Pfister
In recent years, flash floods occurred repeatedly in temperate regions of central Western Europe (e.g., Orlacher Bach (GER), Hupselsebeek (NL), White Ernz (LUX)). This type of extreme flood events is unusual for these regions, as opposed to Mediterranean catchments that are more prone to flash floods. In the second half of the 20th century, and more specifically in the 1990’s, westerly atmospheric fluxes were the dominating triggering factor of large scale (winter) floods in central Western Europe.
With a view to gain a better understanding of the mechanisms controlling the recent flash flood events at higher latitudes, we explore various avenues related to the non-stationarity of environmental systems. We hypothesize that an increase in the occurrence of flash flood prone atmospheric conditions has recently led to higher precipitation totals and a subsequent increase in flash flood events in central Western Europe.
Therefore, we first analysed relevant atmospheric parameters from the ERA 5 reanalysis dataset. Second, we linked the atmospheric parameters to the concept of general circulation patterns as per Hess and Brezowsky (1977). Third, we analysed precipitation data from a set of stations located in the Moselle river basin (35.000 km2). These three pillars build the base for identifying flash flood prone atmospheric conditions over space and time that are then compared to actual occurrences of extreme discharge events in streams within the Moselle river basin.
To validate our hypothesis, spatial and temporal patterns in the occurrence of extreme precipitation and discharge events need to match atmospheric patterns. Preliminary results suggest that daily precipitation data and meridional circulation patterns do not show a clear trend towards an increased occurrence of precipitation events or higher precipitation amounts. Due to the limitations inherent to the available long-term dataset of daily data, the hypothesis can only be partly evaluated, and more detailed analyses are added. For that reason, discharge data with a 15-minute resolution, along with precipitation radar data of 5-minute time steps will be employed at a limited spatial extent in future analyses. In case of rejection of our working hypothesis this may pinpoint to other flash flood triggering mechanisms, such as changes in land use, soil moisture conditions or cultivation methods.
How to cite: Meyer, J., Douinot, A., Neuper, M., Mathias, L., Tamez-Meléndez, C., Zehe, E., and Pfister, L.: Identifying and linking flash flood prone atmospheric conditions to flooding occurrences in central Western Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12522, https://doi.org/10.5194/egusphere-egu21-12522, 2021.
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In recent years, flash floods occurred repeatedly in temperate regions of central Western Europe (e.g., Orlacher Bach (GER), Hupselsebeek (NL), White Ernz (LUX)). This type of extreme flood events is unusual for these regions, as opposed to Mediterranean catchments that are more prone to flash floods. In the second half of the 20th century, and more specifically in the 1990’s, westerly atmospheric fluxes were the dominating triggering factor of large scale (winter) floods in central Western Europe.
With a view to gain a better understanding of the mechanisms controlling the recent flash flood events at higher latitudes, we explore various avenues related to the non-stationarity of environmental systems. We hypothesize that an increase in the occurrence of flash flood prone atmospheric conditions has recently led to higher precipitation totals and a subsequent increase in flash flood events in central Western Europe.
Therefore, we first analysed relevant atmospheric parameters from the ERA 5 reanalysis dataset. Second, we linked the atmospheric parameters to the concept of general circulation patterns as per Hess and Brezowsky (1977). Third, we analysed precipitation data from a set of stations located in the Moselle river basin (35.000 km2). These three pillars build the base for identifying flash flood prone atmospheric conditions over space and time that are then compared to actual occurrences of extreme discharge events in streams within the Moselle river basin.
To validate our hypothesis, spatial and temporal patterns in the occurrence of extreme precipitation and discharge events need to match atmospheric patterns. Preliminary results suggest that daily precipitation data and meridional circulation patterns do not show a clear trend towards an increased occurrence of precipitation events or higher precipitation amounts. Due to the limitations inherent to the available long-term dataset of daily data, the hypothesis can only be partly evaluated, and more detailed analyses are added. For that reason, discharge data with a 15-minute resolution, along with precipitation radar data of 5-minute time steps will be employed at a limited spatial extent in future analyses. In case of rejection of our working hypothesis this may pinpoint to other flash flood triggering mechanisms, such as changes in land use, soil moisture conditions or cultivation methods.
How to cite: Meyer, J., Douinot, A., Neuper, M., Mathias, L., Tamez-Meléndez, C., Zehe, E., and Pfister, L.: Identifying and linking flash flood prone atmospheric conditions to flooding occurrences in central Western Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12522, https://doi.org/10.5194/egusphere-egu21-12522, 2021.
EGU21-12684 | vPICO presentations | NH1.7
Cloudburst catastrophe modelling: Case study – Jönköping municipality, SwedenKonstantinos Karagiorgos, Sven Halldin, Jan Haas, Daniel Knos, Barbara Blumenthal, and Lars Nyberg
In Europe, flash floods are one of the most significant natural hazards, causing serious risk to life and destruction of buildings and infrastructure. The intense rain causing those floods has a few different names, however, with very similar meaning. The term chosen in this study, ‘cloudburst’, was introduced by Woolley (1946) as “…a torrential downpour of rain which by its spottiness and relatively high intensity suggests the bursting and discharge of the whole cloud at once”. While these events play an important role in the ongoing flood risk management discussion, they are under-represented among flood models.
The main aim of this study is to demonstrate an approach by showing how methods and techniques can be integrated together to construct a catastrophe model for flash flooding of Jönköping municipality in Sweden. The model is developed in the framework of the ‘Oasis Loss Modelling Framework’ platform, jointly with end-users from the public sector and the insurance industry. Calibration and validation of the model were conducted by comparisons against three historical cloudburst events and corresponding insurance-claim data.
The analysis has shown that it is possible to get acceptable results from a cloudburst catastrophe model using only rainfall data, and not surface-water level as driving variable. The approach presented opens up for such loss modelling in places where complex hydraulic modelling cannot be done because of lacking data or skill of responsible staff. The Swedish case study indicates that the framework presented can be considered as an important decision making tool, by establishing an area for collaboration between academia; insurance businesses; and local authorities, to reduce long-term disaster risk in Sweden.
Woolley, Ralf R., "Cloudburst Floods in Utah 1850-1938" (1946). Elusive Documents. Paper 55.
How to cite: Karagiorgos, K., Halldin, S., Haas, J., Knos, D., Blumenthal, B., and Nyberg, L.: Cloudburst catastrophe modelling: Case study – Jönköping municipality, Sweden , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12684, https://doi.org/10.5194/egusphere-egu21-12684, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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In Europe, flash floods are one of the most significant natural hazards, causing serious risk to life and destruction of buildings and infrastructure. The intense rain causing those floods has a few different names, however, with very similar meaning. The term chosen in this study, ‘cloudburst’, was introduced by Woolley (1946) as “…a torrential downpour of rain which by its spottiness and relatively high intensity suggests the bursting and discharge of the whole cloud at once”. While these events play an important role in the ongoing flood risk management discussion, they are under-represented among flood models.
The main aim of this study is to demonstrate an approach by showing how methods and techniques can be integrated together to construct a catastrophe model for flash flooding of Jönköping municipality in Sweden. The model is developed in the framework of the ‘Oasis Loss Modelling Framework’ platform, jointly with end-users from the public sector and the insurance industry. Calibration and validation of the model were conducted by comparisons against three historical cloudburst events and corresponding insurance-claim data.
The analysis has shown that it is possible to get acceptable results from a cloudburst catastrophe model using only rainfall data, and not surface-water level as driving variable. The approach presented opens up for such loss modelling in places where complex hydraulic modelling cannot be done because of lacking data or skill of responsible staff. The Swedish case study indicates that the framework presented can be considered as an important decision making tool, by establishing an area for collaboration between academia; insurance businesses; and local authorities, to reduce long-term disaster risk in Sweden.
Woolley, Ralf R., "Cloudburst Floods in Utah 1850-1938" (1946). Elusive Documents. Paper 55.
How to cite: Karagiorgos, K., Halldin, S., Haas, J., Knos, D., Blumenthal, B., and Nyberg, L.: Cloudburst catastrophe modelling: Case study – Jönköping municipality, Sweden , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12684, https://doi.org/10.5194/egusphere-egu21-12684, 2021.
EGU21-14574 | vPICO presentations | NH1.7
Application of SpectralWeather to prediction of flood and extreme rain events in the Maritime ContinentBeata Latos, Thierry Lefort, Maria K. Flatau, Piotr J. Flatau, Dariusz B. Baranowski, Wojciech Szkółka, and Philippe Peyrillé
Monitoring of equatorial wave activity and understanding their nature is of high priority for scientists, weather forecasters and policy makers because these waves and their interactions can serve as precursors for weather-driven natural hazards, such as extreme rain and flood events. We studied such precursors of the January 2019 heavy rain and deadly flood in the central Maritime Continent region of southwest Sulawesi, Indonesia. It is shown that a convectively coupled Kelvin wave (CCKW) and a convectively coupled equatorial Rossby wave (CCERW) embedded within the larger-scale envelope of the Madden-Julian Oscillation (MJO), contributed to the onset of a mesoscale convective system. The latest developed over the Java Sea and propagated onshore, resulting in extreme rain and devastating flood.
For the analysis of the January 2019 flood, we explored large datasets and detected interesting features to find multivariate relationships through visualization. We used SpectralWeather – a new tool supporting tropical weather training, research and forecasting, easily accessible at https://www.spectralweather.com. Extending Cameron Beccario's earth.nullschool.net project, SpectralWeather focuses on spectral decomposition of meteorological and oceanic fields into equatorial waves – CCKW, MJO, CCERW and Mixed Rossby-Gravity waves. SpectralWeather uses ECMWF ERA5 reanalysis at several levels, NASA GPM rainfall datasets, OMI OLR index, NEMO SST, AVISO sea surface height, and OSCAR currents.
This new visualization tool can help to quantify and understand factors triggering natural hazards in the global tropics. We will discuss its interface and available features, based on the example of the January 2019 Sulawesi flood and other flood and extreme rain events in the Maritime Continent.
How to cite: Latos, B., Lefort, T., Flatau, M. K., Flatau, P. J., Baranowski, D. B., Szkółka, W., and Peyrillé, P.: Application of SpectralWeather to prediction of flood and extreme rain events in the Maritime Continent, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14574, https://doi.org/10.5194/egusphere-egu21-14574, 2021.
Monitoring of equatorial wave activity and understanding their nature is of high priority for scientists, weather forecasters and policy makers because these waves and their interactions can serve as precursors for weather-driven natural hazards, such as extreme rain and flood events. We studied such precursors of the January 2019 heavy rain and deadly flood in the central Maritime Continent region of southwest Sulawesi, Indonesia. It is shown that a convectively coupled Kelvin wave (CCKW) and a convectively coupled equatorial Rossby wave (CCERW) embedded within the larger-scale envelope of the Madden-Julian Oscillation (MJO), contributed to the onset of a mesoscale convective system. The latest developed over the Java Sea and propagated onshore, resulting in extreme rain and devastating flood.
For the analysis of the January 2019 flood, we explored large datasets and detected interesting features to find multivariate relationships through visualization. We used SpectralWeather – a new tool supporting tropical weather training, research and forecasting, easily accessible at https://www.spectralweather.com. Extending Cameron Beccario's earth.nullschool.net project, SpectralWeather focuses on spectral decomposition of meteorological and oceanic fields into equatorial waves – CCKW, MJO, CCERW and Mixed Rossby-Gravity waves. SpectralWeather uses ECMWF ERA5 reanalysis at several levels, NASA GPM rainfall datasets, OMI OLR index, NEMO SST, AVISO sea surface height, and OSCAR currents.
This new visualization tool can help to quantify and understand factors triggering natural hazards in the global tropics. We will discuss its interface and available features, based on the example of the January 2019 Sulawesi flood and other flood and extreme rain events in the Maritime Continent.
How to cite: Latos, B., Lefort, T., Flatau, M. K., Flatau, P. J., Baranowski, D. B., Szkółka, W., and Peyrillé, P.: Application of SpectralWeather to prediction of flood and extreme rain events in the Maritime Continent, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14574, https://doi.org/10.5194/egusphere-egu21-14574, 2021.
EGU21-15002 | vPICO presentations | NH1.7
Startegic framework for integrated flood Disaster modelling over Bangalore city of IndiaSmrati Purwar, Gyanendranath Mohapatra, and Rakesh Vasudevan
Hydro-meteorological disasters, particularly the extreme rainfall events (EREs) and associated flash floods, are very frequent in the major metro cities in India during recent years and in many occasions they cause massive destruction to life and property which in long run make adverse socio-economic impacts over the country. Hence, it makes formost importance and has great societal relevance to modellers working such area to develop an advance prediction system for such disasters in India.A strategic framework combining modelling and data analytics is integral part of developing advanced warning system for preparedness during such disasters. In this study, the role of landuse/landcover like built-up, vegetation, barrenland and waterbodies over the Bangalore city in flash flood occurrence is examined using multispectral spatio-temporal satellite data.The recent LULC map evidences a drastic changes in urban landscape that resulted in loss of natural drainage and waterbeds causing frequent floods. Digital Elevation Map (DEM) is analysed to know the low-lying and high elevation topography compared with Mean Sea Level(MSL)to quantify the impact of flooding during Extreme Rainfall Events(ERE) on the different part of the Bangalore city. Using Triangular Irregular Network (TIN), flood simulation is carried out for highland and lowlandarea to study immediate affected areas during EREs Storm Water Modelling is carried out for different regions in the city to obtain flood pattern, time and volume during selected EREs. The framework developed and simulation results are very useful in generation of management and mitigation strategy by various user agencies.
How to cite: Purwar, S., Mohapatra, G., and Vasudevan, R.: Startegic framework for integrated flood Disaster modelling over Bangalore city of India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15002, https://doi.org/10.5194/egusphere-egu21-15002, 2021.
Hydro-meteorological disasters, particularly the extreme rainfall events (EREs) and associated flash floods, are very frequent in the major metro cities in India during recent years and in many occasions they cause massive destruction to life and property which in long run make adverse socio-economic impacts over the country. Hence, it makes formost importance and has great societal relevance to modellers working such area to develop an advance prediction system for such disasters in India.A strategic framework combining modelling and data analytics is integral part of developing advanced warning system for preparedness during such disasters. In this study, the role of landuse/landcover like built-up, vegetation, barrenland and waterbodies over the Bangalore city in flash flood occurrence is examined using multispectral spatio-temporal satellite data.The recent LULC map evidences a drastic changes in urban landscape that resulted in loss of natural drainage and waterbeds causing frequent floods. Digital Elevation Map (DEM) is analysed to know the low-lying and high elevation topography compared with Mean Sea Level(MSL)to quantify the impact of flooding during Extreme Rainfall Events(ERE) on the different part of the Bangalore city. Using Triangular Irregular Network (TIN), flood simulation is carried out for highland and lowlandarea to study immediate affected areas during EREs Storm Water Modelling is carried out for different regions in the city to obtain flood pattern, time and volume during selected EREs. The framework developed and simulation results are very useful in generation of management and mitigation strategy by various user agencies.
How to cite: Purwar, S., Mohapatra, G., and Vasudevan, R.: Startegic framework for integrated flood Disaster modelling over Bangalore city of India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15002, https://doi.org/10.5194/egusphere-egu21-15002, 2021.
EGU21-15107 | vPICO presentations | NH1.7
Impacts of El Niño Southern Oscillation on flood risk and insured losses in New ZealandFrancesco Comola, Carlotta Scudeler, Saket Satyam, and Ludovico Nicotina
Global warming is expected to enhance El Niño Southern Oscillation (ENSO) with potential impacts on rainfall and flood risk in numerous countries of the Asia-Pacific region. Modeling studies have suggested that positive and negative ENSO phases may intensify by as much as 25% under extreme climate projections. However, the influence of ENSO variability on flood risk in Asia-Pacific countries is still largely unexplored. Here, we aim to shed light into the link between ENSO, flood risk, and insured losses in New Zealand by combining rainfall observations and state-of-the-art flood risk models. We draw on 60 years of daily precipitation measurements to quantify the statistical correlations between the rainfall principal components and the ENSO historical time series. This allows us to generate 50,000 years of stochastic daily rainfall maps correlated with a long-term, synthetic ENSO time series. The stochastic precipitation maps are then used to drive streamflow and flood simulations at 20 m spatial resolution. Our results indicate that positive and negative ENSO phases increase the flood risk in different regions of New Zealand, and that extreme ENSO events tend to cause more severe flood events. We finally investigate the potential differences in economic losses during positive and negative ENSO phases by combining modeled flood footprints with exposure and vulnerability data. These results may guide the implementation of effective adaptation and mitigation strategies against the increasing risk of flood events in warming climate.
How to cite: Comola, F., Scudeler, C., Satyam, S., and Nicotina, L.: Impacts of El Niño Southern Oscillation on flood risk and insured losses in New Zealand, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15107, https://doi.org/10.5194/egusphere-egu21-15107, 2021.
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Global warming is expected to enhance El Niño Southern Oscillation (ENSO) with potential impacts on rainfall and flood risk in numerous countries of the Asia-Pacific region. Modeling studies have suggested that positive and negative ENSO phases may intensify by as much as 25% under extreme climate projections. However, the influence of ENSO variability on flood risk in Asia-Pacific countries is still largely unexplored. Here, we aim to shed light into the link between ENSO, flood risk, and insured losses in New Zealand by combining rainfall observations and state-of-the-art flood risk models. We draw on 60 years of daily precipitation measurements to quantify the statistical correlations between the rainfall principal components and the ENSO historical time series. This allows us to generate 50,000 years of stochastic daily rainfall maps correlated with a long-term, synthetic ENSO time series. The stochastic precipitation maps are then used to drive streamflow and flood simulations at 20 m spatial resolution. Our results indicate that positive and negative ENSO phases increase the flood risk in different regions of New Zealand, and that extreme ENSO events tend to cause more severe flood events. We finally investigate the potential differences in economic losses during positive and negative ENSO phases by combining modeled flood footprints with exposure and vulnerability data. These results may guide the implementation of effective adaptation and mitigation strategies against the increasing risk of flood events in warming climate.
How to cite: Comola, F., Scudeler, C., Satyam, S., and Nicotina, L.: Impacts of El Niño Southern Oscillation on flood risk and insured losses in New Zealand, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15107, https://doi.org/10.5194/egusphere-egu21-15107, 2021.
EGU21-15778 | vPICO presentations | NH1.7
Novel use of climate model data for deriving future flood risk underwriting and risk selection data – A Hong Kong Case StudyRebecca Alexandre and Iain Willis
The re/insurance, banking and mortgage sectors play an essential role in facilitating economic stability. As climate change-related financial risks increase, there has long been a need for tools that contribute to the global industry’s current and future flood risk resiliency. Recognising this gap, JBA Risk Management has pioneered use of climate model data for rapidly deriving future flood risk metrics to support risk-reflective pricing strategies and mortgage analysis for Hong Kong.
JBA’s established method uses daily temporal resolution precipitation and surface air temperature Regional Climate Model (RCM) data from the Earth System Grid Federation’s CORDEX experiment. Historical and future period RCM data were processed for Representative Concentration Pathways (RCPs) 2.6 and 8.6, and time horizons 2046-2050 and 2070-2080 and used to develop fluvial and pluvial hydrological model change factors for Hong Kong. These change factors were applied to baseline fluvial and pluvial flood depths and extents, extracted from JBA’s high resolution 30m Hong Kong Flood Map. From these, potential changes in flood event frequency and severity for each RCP and time horizon combination were estimated.
The unique flood frequency and severity profiles for each flood type were then analysed with customised vulnerability functions, linking water depth to expected damage over time for residential and commercial building risks. This resulted in quantitative fluvial and pluvial flood risk metrics for Hong Kong.
Newly released, Hong Kong Climate Change Pricing Data is already in use by financial institutions. When combined with property total sum insured data, this dataset provides the annualised cost of flood damage for a range of future climate scenarios. For the first time, our industry has a tool to quantify baseline and future flood risk and set risk-reflective pricing for Hong Kong portfolios.
JBA’s method is adaptable for global use and underwriting tools are already available for the UK and Australia with the aim of improving future financial flood risk mitigation and management. This presentation will outline the method, provide a comparison of baseline and climate change flood impacts for Hong Kong and discuss the wider implications for our scientific and financial industries.
How to cite: Alexandre, R. and Willis, I.: Novel use of climate model data for deriving future flood risk underwriting and risk selection data – A Hong Kong Case Study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15778, https://doi.org/10.5194/egusphere-egu21-15778, 2021.
EGU21-13416 | vPICO presentations | NH1.7
Assessment of regime shifts and risk of extreme precipitation in urban regions in Illinois, USAManas Khan and Rabin Bhattarai
Intensification of extreme precipitation, especially in urban regions, is mostly responsible for causing flash floods leading to significant damages of civil infrastructure and loss of human lives throughout the world. Understanding the pattern and risk of these extreme events could be immensely beneficial in the planning and managing built infrastructure under climate change. Although many studies have been conducted addressing extreme precipitation events, there is still a lack of understanding of these events and associated risk at the regional scale in a non-stationary environment. The objectives of this study were to (a) identify the regime shifts in extreme precipitation (R95) using Fisher Information in Illinois, USA; (b) determine the trend of R95 applying Modified Mann-Kendall method; (c) quantify the risk associated with R95 applying Extreme Value Theory (EVT). Daily precipitation data from 1950-2010 was collected for 78 urban gauge stations from the United States Department of Agriculture –Agriculture Research Service (USDA-ARS) database, including Cooperative Observer Network (COOP), Weather-Bureau-Army-Navy (WBAN), and Midwestern Regional Climate Center (MRCC). The future precipitation data was collected for regional climate models (RCMs) under two representative concentration pathway (RCP) scenarios (i.e., RCP 4.5 & RCP 8.5) for 2021-2100 from the NA-CORDEX data archive. All the future data was bias-corrected using gauge station data applying the quantile mapping technique. Initial results showed a significant bias in the RCM dataset. Further, most of the regime shits in R95 were identified between 1971-1985 in the urban regions.
How to cite: Khan, M. and Bhattarai, R.: Assessment of regime shifts and risk of extreme precipitation in urban regions in Illinois, USA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13416, https://doi.org/10.5194/egusphere-egu21-13416, 2021.
Intensification of extreme precipitation, especially in urban regions, is mostly responsible for causing flash floods leading to significant damages of civil infrastructure and loss of human lives throughout the world. Understanding the pattern and risk of these extreme events could be immensely beneficial in the planning and managing built infrastructure under climate change. Although many studies have been conducted addressing extreme precipitation events, there is still a lack of understanding of these events and associated risk at the regional scale in a non-stationary environment. The objectives of this study were to (a) identify the regime shifts in extreme precipitation (R95) using Fisher Information in Illinois, USA; (b) determine the trend of R95 applying Modified Mann-Kendall method; (c) quantify the risk associated with R95 applying Extreme Value Theory (EVT). Daily precipitation data from 1950-2010 was collected for 78 urban gauge stations from the United States Department of Agriculture –Agriculture Research Service (USDA-ARS) database, including Cooperative Observer Network (COOP), Weather-Bureau-Army-Navy (WBAN), and Midwestern Regional Climate Center (MRCC). The future precipitation data was collected for regional climate models (RCMs) under two representative concentration pathway (RCP) scenarios (i.e., RCP 4.5 & RCP 8.5) for 2021-2100 from the NA-CORDEX data archive. All the future data was bias-corrected using gauge station data applying the quantile mapping technique. Initial results showed a significant bias in the RCM dataset. Further, most of the regime shits in R95 were identified between 1971-1985 in the urban regions.
How to cite: Khan, M. and Bhattarai, R.: Assessment of regime shifts and risk of extreme precipitation in urban regions in Illinois, USA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13416, https://doi.org/10.5194/egusphere-egu21-13416, 2021.
EGU21-8194 | vPICO presentations | NH1.7
Advanced Tools for pro-Active Management of Impacts and Risks Induced by Convective Weather, Heavy Rain and Flash floods in Europe – TAMIR projectTero Niemi, Calum Baugh, Marc Berenguer, Anna Berruezo, Miikka Leinonen, Annakaisa von Lerber, Shinju Park, Christel Prudhomme, Seppo Pulkkinen, and Jenna Ritvanen
The presentation highlights the TAMIR project (2020-2022), its mid-term results, and final objectives.
Hazards created by convective storms and heavy rainfall, e.g. flooding, turn into disasters when and where they encounter exposed and vulnerable societal systems, e.g. human life and activities, assets, and infrastructure. The recent progress in probabilistic multi-source rainfall-induced hazard forecasting has enabled predictions from the nowcast (minutes) to short-medium ranges (5 days), allowing for consistent decision making at both emergency response and planning stages. Nevertheless, civil protection agencies still face challenges that hamper their ability to make active decisions when preparing for emergencies in severe weather situations. The challenges include e.g. high false-alarm rates, lack of multi-hazard forecasts (e.g. the combined effects of heavy rainfall, flood, lightings, wind gusts, hail), difficulties in translating the hazard forecasts into impact forecasts, and inadequate risk assessments. The TAMIR project, funded by the EU Civil Protection Mechanism, addresses these challenges using innovative, state-of-the-art science, and integration of the developed tools and services into existing systems. Experimental additional products are delivered e.g. via the European Flood Awareness System (EFAS) platform, part of the Copernicus Emergency Management Service, and as new information in regional civil protection systems.
In the project, pro-active emergency management is supported by developing forecast products covering different spatial scales (regional to pan-European) and lead times (15 minutes to 5 days). In particular, the project focuses on improving existing products and tools with enhanced impact assessment and preparedness capacity. The uncertainty related to precipitation type in flood forecasts is considered by utilizing a model-based precipitation type estimate to guide the radar-based flood hazard estimate, as snowfall is far less prone to cause severe flood hazard than rainfall. Flash flood hazard forecasting is improved by developing lead-time dependent flood warning thresholds, utilizing the information on precipitation type and the information from gauge adjusted EUMETENET OPERA weather radar composite data and NWP data. Flood risk assessments are improved by combining the flash flood hazard forecasts with enhanced vulnerability and exposure data, covering information about population, transportation infrastructure, energy infrastructure, education facilities and health facilities, and by developing methods to turn the combined information into improved flood rapid risk impact assessments. To account for hazards and risks caused by convective weather, a nowcasting tool for multi-hazards caused by thunderstorms is being developed which combines a cell-based storm nowcast model with a classification model that estimates the hazard level of convective storm situations based on historical data on meteorological observations and the emergency calls they have caused. The multi-hazard nowcasts are again combined with vulnerability layers to produce risk nowcasts for damages from thunderstorms.
Another important aspect of supporting pro-active emergency management is integrating the products and tools developed in the project to operational platforms. Accordingly, the developed products are delivered to end-users utilizing e.g. the EFAS platform and integration into existing civil protection platforms as new web services. This allows for assessing the usefulness of the products and further refinements based on end-user experiences.
How to cite: Niemi, T., Baugh, C., Berenguer, M., Berruezo, A., Leinonen, M., von Lerber, A., Park, S., Prudhomme, C., Pulkkinen, S., and Ritvanen, J.: Advanced Tools for pro-Active Management of Impacts and Risks Induced by Convective Weather, Heavy Rain and Flash floods in Europe – TAMIR project , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8194, https://doi.org/10.5194/egusphere-egu21-8194, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The presentation highlights the TAMIR project (2020-2022), its mid-term results, and final objectives.
Hazards created by convective storms and heavy rainfall, e.g. flooding, turn into disasters when and where they encounter exposed and vulnerable societal systems, e.g. human life and activities, assets, and infrastructure. The recent progress in probabilistic multi-source rainfall-induced hazard forecasting has enabled predictions from the nowcast (minutes) to short-medium ranges (5 days), allowing for consistent decision making at both emergency response and planning stages. Nevertheless, civil protection agencies still face challenges that hamper their ability to make active decisions when preparing for emergencies in severe weather situations. The challenges include e.g. high false-alarm rates, lack of multi-hazard forecasts (e.g. the combined effects of heavy rainfall, flood, lightings, wind gusts, hail), difficulties in translating the hazard forecasts into impact forecasts, and inadequate risk assessments. The TAMIR project, funded by the EU Civil Protection Mechanism, addresses these challenges using innovative, state-of-the-art science, and integration of the developed tools and services into existing systems. Experimental additional products are delivered e.g. via the European Flood Awareness System (EFAS) platform, part of the Copernicus Emergency Management Service, and as new information in regional civil protection systems.
In the project, pro-active emergency management is supported by developing forecast products covering different spatial scales (regional to pan-European) and lead times (15 minutes to 5 days). In particular, the project focuses on improving existing products and tools with enhanced impact assessment and preparedness capacity. The uncertainty related to precipitation type in flood forecasts is considered by utilizing a model-based precipitation type estimate to guide the radar-based flood hazard estimate, as snowfall is far less prone to cause severe flood hazard than rainfall. Flash flood hazard forecasting is improved by developing lead-time dependent flood warning thresholds, utilizing the information on precipitation type and the information from gauge adjusted EUMETENET OPERA weather radar composite data and NWP data. Flood risk assessments are improved by combining the flash flood hazard forecasts with enhanced vulnerability and exposure data, covering information about population, transportation infrastructure, energy infrastructure, education facilities and health facilities, and by developing methods to turn the combined information into improved flood rapid risk impact assessments. To account for hazards and risks caused by convective weather, a nowcasting tool for multi-hazards caused by thunderstorms is being developed which combines a cell-based storm nowcast model with a classification model that estimates the hazard level of convective storm situations based on historical data on meteorological observations and the emergency calls they have caused. The multi-hazard nowcasts are again combined with vulnerability layers to produce risk nowcasts for damages from thunderstorms.
Another important aspect of supporting pro-active emergency management is integrating the products and tools developed in the project to operational platforms. Accordingly, the developed products are delivered to end-users utilizing e.g. the EFAS platform and integration into existing civil protection platforms as new web services. This allows for assessing the usefulness of the products and further refinements based on end-user experiences.
How to cite: Niemi, T., Baugh, C., Berenguer, M., Berruezo, A., Leinonen, M., von Lerber, A., Park, S., Prudhomme, C., Pulkkinen, S., and Ritvanen, J.: Advanced Tools for pro-Active Management of Impacts and Risks Induced by Convective Weather, Heavy Rain and Flash floods in Europe – TAMIR project , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8194, https://doi.org/10.5194/egusphere-egu21-8194, 2021.
EGU21-393 | vPICO presentations | NH1.7
Quantification of Water Sustainability in Upper Indus River Basin Through the Concept of Resilience, Reliability and Vulnerability (RRV)Akif Rahim, Nadeem Tariq, Farhan Aziz, Muhammad Yousaf, and Tahira Khurshid
The sustainability index identifies a strategy that defend or improve the desired water management features of the basin in the future. The Upper Indus river basin is a high mountain region and consider third freshwater tower. The flow of the river consists of melting glaciers, snow, rainfall. Beyond the polar regions, the Upper Indus Basin has the largest area of glaciers in the world (22,000 km2). About 220 million people depend on Indus Basin water for agriculture and drinking purpose. Under the changing climate, sustainability is becoming a challenge for the freshwater resources. The integration of climate variables with RRV indicators is a new approach to meet this challenge. In this study the sustainability of the upper Indus is quantified. The probabilistic concept of resilience, reliability and vulnerability is applied to rainfall variability and drought patterns. The monthly Standardized Precipitation-Evapotranspiration Index (SPEI) grided data (0.5o 0.5o) generated by climate research unit (CRU)version 4 has been used for study during the period 1901–2018. Based on the SPEI pattern, the SPEI of -0.5 was selected as the threshold (demand) to evaluate the sustainability. The results indicate the frequency of drought events in the western part of the basin is much higher than the eastern part. However, the frequency of drought events in the basin is high but the capability of the basin to resilient the droughts varies from 0.57 to 0.83. The value of reliability indicator varies from 0.8 to 0.86 and vulnerability of drought in the basin is in the range of 0.2 to 0.45. The average water sustainability index of the basin is 0.4 which lies in the category of a satisfactory state.The results of the conceptual framework of RRV can provide a more comprehensive basis for designing watershed health variables and drought management plans.
Keywords: Upper Indus Basin, Water sustainability, RRV concept, SPEI, Drought.
How to cite: Rahim, A., Tariq, N., Aziz, F., Yousaf, M., and Khurshid, T.: Quantification of Water Sustainability in Upper Indus River Basin Through the Concept of Resilience, Reliability and Vulnerability (RRV), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-393, https://doi.org/10.5194/egusphere-egu21-393, 2021.
The sustainability index identifies a strategy that defend or improve the desired water management features of the basin in the future. The Upper Indus river basin is a high mountain region and consider third freshwater tower. The flow of the river consists of melting glaciers, snow, rainfall. Beyond the polar regions, the Upper Indus Basin has the largest area of glaciers in the world (22,000 km2). About 220 million people depend on Indus Basin water for agriculture and drinking purpose. Under the changing climate, sustainability is becoming a challenge for the freshwater resources. The integration of climate variables with RRV indicators is a new approach to meet this challenge. In this study the sustainability of the upper Indus is quantified. The probabilistic concept of resilience, reliability and vulnerability is applied to rainfall variability and drought patterns. The monthly Standardized Precipitation-Evapotranspiration Index (SPEI) grided data (0.5o 0.5o) generated by climate research unit (CRU)version 4 has been used for study during the period 1901–2018. Based on the SPEI pattern, the SPEI of -0.5 was selected as the threshold (demand) to evaluate the sustainability. The results indicate the frequency of drought events in the western part of the basin is much higher than the eastern part. However, the frequency of drought events in the basin is high but the capability of the basin to resilient the droughts varies from 0.57 to 0.83. The value of reliability indicator varies from 0.8 to 0.86 and vulnerability of drought in the basin is in the range of 0.2 to 0.45. The average water sustainability index of the basin is 0.4 which lies in the category of a satisfactory state.The results of the conceptual framework of RRV can provide a more comprehensive basis for designing watershed health variables and drought management plans.
Keywords: Upper Indus Basin, Water sustainability, RRV concept, SPEI, Drought.
How to cite: Rahim, A., Tariq, N., Aziz, F., Yousaf, M., and Khurshid, T.: Quantification of Water Sustainability in Upper Indus River Basin Through the Concept of Resilience, Reliability and Vulnerability (RRV), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-393, https://doi.org/10.5194/egusphere-egu21-393, 2021.
EGU21-451 | vPICO presentations | NH1.7
Health-relevant, concurrent ground-level ozone and temperature events in recent and future European climateSally Jahn and Elke Hertig
Temperature extremes like hot days or prolonged episodes of high air temperature like heat waves can cause adverse human health effects. Heat-related mortality only represents the extreme end of a variety of possible health outcomes like heat exhaustion or heat stroke.
Exposure to ground-level ozone provokes negative impacts on human health primarily affecting the cardio-pulmonary system causing respiratory or cardiovascular diseases. These diseases include, but are not limited to, lung inflammation and tissue damage, asthma, heart attacks or heart failure.
High levels of ozone and temperature often coincide due to the underlying ozone formation characteristics. As synergistic effects lead to a risk beyond the sum of their individual effects, the co-occurrence of elevated levels of air temperature and ground-level ozone concentrations represents an even intensified human health risk.
The current contribution deals with statistical models and analysis of the interplay between large-scale meteorological and synoptic conditions, prevailing air pollution levels and combined ozone and temperature events under present and future climatic conditions. In this context, meteorological mechanisms representing main drivers of these concurrent ozone and temperature events were identified. Large-scale atmospheric circulation dynamics and their relationships with ground-level ozone and temperature conditions were evaluated.
The methodological focus was primary on statistical modeling approaches and different machine learning methods. Self-Organizing Maps, an artificial neural network algorithm based on unsupervised machine learning, were used to classify synoptic types based on daily mean sea level pressure reanalysis data. The resulting synoptic types were evaluated with regard to the European ozone and temperature characteristics in order to identify types associated with high ozone and temperature. Regression analyses with e.g. shrinking methods were used to identify main predictors for concurrent ozone and temperature events. Due to data availability and research foci, two varying time windows from 1993 to 2012 as well as from 2004 to 2018 were used within the study. The European area built the regional focus.
Anthropogenic-induced global climate change affects not only mean but also extreme temperatures as well as associated ground-level ozone concentrations due to changing synoptic circulation and chemical environment conditions. Future frequency changes of concurrent ozone and temperature events were evaluated exemplarily for Central Europe. Statistical downscaling projections until the end of the twenty-first century were assessed by using the output of seven models of the Coupled Model Intercomparison Project Phase 5 (CMIP5). A sharp increase was projected under RCP4.5 and RCP8.5 scenario assumptions. Respective multi-model mean changes amounted to 8.94% and 16.84% as well as 13.33% and 37.52% for mid- (2031–2050) and late-century (2081–2100) European climate, respectively (Jahn and Hertig 2020). Hotspot regions with more frequent occurrences of these combined events in Central Europe were identified for which, due to their associated individual and combined health effects, a higher future vulnerability can be expected.
How to cite: Jahn, S. and Hertig, E.: Health-relevant, concurrent ground-level ozone and temperature events in recent and future European climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-451, https://doi.org/10.5194/egusphere-egu21-451, 2021.
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Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Temperature extremes like hot days or prolonged episodes of high air temperature like heat waves can cause adverse human health effects. Heat-related mortality only represents the extreme end of a variety of possible health outcomes like heat exhaustion or heat stroke.
Exposure to ground-level ozone provokes negative impacts on human health primarily affecting the cardio-pulmonary system causing respiratory or cardiovascular diseases. These diseases include, but are not limited to, lung inflammation and tissue damage, asthma, heart attacks or heart failure.
High levels of ozone and temperature often coincide due to the underlying ozone formation characteristics. As synergistic effects lead to a risk beyond the sum of their individual effects, the co-occurrence of elevated levels of air temperature and ground-level ozone concentrations represents an even intensified human health risk.
The current contribution deals with statistical models and analysis of the interplay between large-scale meteorological and synoptic conditions, prevailing air pollution levels and combined ozone and temperature events under present and future climatic conditions. In this context, meteorological mechanisms representing main drivers of these concurrent ozone and temperature events were identified. Large-scale atmospheric circulation dynamics and their relationships with ground-level ozone and temperature conditions were evaluated.
The methodological focus was primary on statistical modeling approaches and different machine learning methods. Self-Organizing Maps, an artificial neural network algorithm based on unsupervised machine learning, were used to classify synoptic types based on daily mean sea level pressure reanalysis data. The resulting synoptic types were evaluated with regard to the European ozone and temperature characteristics in order to identify types associated with high ozone and temperature. Regression analyses with e.g. shrinking methods were used to identify main predictors for concurrent ozone and temperature events. Due to data availability and research foci, two varying time windows from 1993 to 2012 as well as from 2004 to 2018 were used within the study. The European area built the regional focus.
Anthropogenic-induced global climate change affects not only mean but also extreme temperatures as well as associated ground-level ozone concentrations due to changing synoptic circulation and chemical environment conditions. Future frequency changes of concurrent ozone and temperature events were evaluated exemplarily for Central Europe. Statistical downscaling projections until the end of the twenty-first century were assessed by using the output of seven models of the Coupled Model Intercomparison Project Phase 5 (CMIP5). A sharp increase was projected under RCP4.5 and RCP8.5 scenario assumptions. Respective multi-model mean changes amounted to 8.94% and 16.84% as well as 13.33% and 37.52% for mid- (2031–2050) and late-century (2081–2100) European climate, respectively (Jahn and Hertig 2020). Hotspot regions with more frequent occurrences of these combined events in Central Europe were identified for which, due to their associated individual and combined health effects, a higher future vulnerability can be expected.
How to cite: Jahn, S. and Hertig, E.: Health-relevant, concurrent ground-level ozone and temperature events in recent and future European climate, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-451, https://doi.org/10.5194/egusphere-egu21-451, 2021.
EGU21-741 | vPICO presentations | NH1.7
A study about the linearity of trends between extreme and mean temperatures in ArgentinaSolange Suli, Matilde Rusticucci, and Soledad Collazo
Small variations in the mean state of the atmosphere can cause large changes in the frequency of extreme events. In order to deepen and extend previous results in time, in this work we analyzed the linear relationship between extreme and mean temperature (Τ) on a climate change scale in Argentina. Two monthly extreme indices, cold nights (TN10) and warm days (TX90), were calculated based on the quality-controlled daily minimum and maximum temperature data provided by the Argentine National Meteorological Service from 58 conventional weather stations located over Argentina in the 1977–2017 period. Subsequently, we evaluated the relationship between the linear trends of extremes and mean temperature on a seasonal basis (JFM, AMJ, JAS, and OND). Student's T-test was performed to analyze their statistical significance at 5%. Firstly, positive (negative) and significant linear regressions were found between TX90 (TN10) trends and mean temperature trends for the four studied seasons. Therefore, an increase in the Τ-trend maintains a linear relationship with significant increase (decrease) of warm days (cold nights). Moreover, we found that JFM was the one with the highest coefficient of determination (0.602 for hot extremes and 0.511 for cold extremes), implying that 60.2% (51.1%) of the TX90 (TN10) trend could be explained as a function of the Τ-trend by a linear regression. In addition, in the JFM (OND) quarter, the TX90 index increased by 7.02 (6.02) % of days each with a 1 ºC increase in the mean temperature. Likewise, the TN10 index decreased by 4.94 (and 4.99) % of days from a 1ºC increase in the mean temperature for the JFM (AMJ) quarter. Finally, it is worthwhile to highlight the uneven behavior between hot and cold extremes and the mean temperature. Specifically, it was observed that the slopes of the linear regression calculated for the TX90 index and Τ presented a higher absolute value than those registered for the TN10 index and Τ. Therefore, a change in the mean temperature affects hot extremes to a greater extent than cold ones in Argentina.
How to cite: Suli, S., Rusticucci, M., and Collazo, S.: A study about the linearity of trends between extreme and mean temperatures in Argentina, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-741, https://doi.org/10.5194/egusphere-egu21-741, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Small variations in the mean state of the atmosphere can cause large changes in the frequency of extreme events. In order to deepen and extend previous results in time, in this work we analyzed the linear relationship between extreme and mean temperature (Τ) on a climate change scale in Argentina. Two monthly extreme indices, cold nights (TN10) and warm days (TX90), were calculated based on the quality-controlled daily minimum and maximum temperature data provided by the Argentine National Meteorological Service from 58 conventional weather stations located over Argentina in the 1977–2017 period. Subsequently, we evaluated the relationship between the linear trends of extremes and mean temperature on a seasonal basis (JFM, AMJ, JAS, and OND). Student's T-test was performed to analyze their statistical significance at 5%. Firstly, positive (negative) and significant linear regressions were found between TX90 (TN10) trends and mean temperature trends for the four studied seasons. Therefore, an increase in the Τ-trend maintains a linear relationship with significant increase (decrease) of warm days (cold nights). Moreover, we found that JFM was the one with the highest coefficient of determination (0.602 for hot extremes and 0.511 for cold extremes), implying that 60.2% (51.1%) of the TX90 (TN10) trend could be explained as a function of the Τ-trend by a linear regression. In addition, in the JFM (OND) quarter, the TX90 index increased by 7.02 (6.02) % of days each with a 1 ºC increase in the mean temperature. Likewise, the TN10 index decreased by 4.94 (and 4.99) % of days from a 1ºC increase in the mean temperature for the JFM (AMJ) quarter. Finally, it is worthwhile to highlight the uneven behavior between hot and cold extremes and the mean temperature. Specifically, it was observed that the slopes of the linear regression calculated for the TX90 index and Τ presented a higher absolute value than those registered for the TN10 index and Τ. Therefore, a change in the mean temperature affects hot extremes to a greater extent than cold ones in Argentina.
How to cite: Suli, S., Rusticucci, M., and Collazo, S.: A study about the linearity of trends between extreme and mean temperatures in Argentina, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-741, https://doi.org/10.5194/egusphere-egu21-741, 2021.
EGU21-2060 | vPICO presentations | NH1.7
Some lessons to improve adaptation measures in basis to the analysis of three extreme rainfall events and its associated impacts in the Spanish Mediterranean Coast.Isabel Caballero-Leiva, Montserrat Llasat-Botija, and María Carmen Llasat
The Mediterranean coast of Spain is well known for its pleasant weather, which results in high population densities and large number of tourists. The littoral area is constituted by a rich variety of ecosystems combined with a well-developed industry and agricultural land. The attractive Mediterranean climate has another side of the story, due partially to the Spanish mountain ranges along the east coast. This results in extreme rainfall events that drive flash floods that carry significant economic, environmental and social impact to the affected areas. The mentioned scenario gets more complex when considering the climate change that is already experienced in the Mediterranean region. Among others, the increase in extreme precipitation events envisioned by global climate models. Considering that storms and flash floods are the highest occurrence and most expensive events, it is fair to analyse the adaptation measures in place for the studied area.
The present work shows the comparative analysis of three recent case studies of major compound hazard events happened in the Mediterranean coast of Spain with special focus on littoral impacts and within a short time frame of 4 months: September 2019, October 2019, and January 2020. The nearness of the events left short time for recovery between them, as well as added aggravation due to the accumulated environmental and economic impacts caused to the region and the Covid-19 pandemics. The work presents a wide range of data (meteorological, hydrological, economical, impact data, etc.), collected from the press and social media as well as from official sources such as CCS, Meteorological agencies, Civil Protection, and others. This allows developing a multidisciplinary approach from the point of view of hydrology, meteorology, sea sciences and social science.
The analysis of the events is made from a holistic point of view including details as varied as the geographical areas affected up to municipality level, circumstances of casualties, location of extreme hydrometeorological values recorded during the events, environmental impact and economic loss. Furthermore, the different factors driving to each compound hazard event (floods, windstorms, sea surges, ...) and cascade effects have been analysed. Moreover, an analysis of the adaptation measures present at the time is done, along with suggestions of complementary or better adaptation measures for the three cases. Even though the data collection and analysis are made for the entire affected area within the Iberian Peninsula, the impacts and adaptation measures considered in this communication have a focus on the coastal area, including its various littoral ecosystems, coastal infrastructures, tourist sector, etc.
This work has been done in the framework of the M-CostAdapt (CTM2017-83655-C2-1&2-R) research project, funded by the Spanish Ministry of Science and Innovation (MICINN-AEI/FEDER, UE).
How to cite: Caballero-Leiva, I., Llasat-Botija, M., and Llasat, M. C.: Some lessons to improve adaptation measures in basis to the analysis of three extreme rainfall events and its associated impacts in the Spanish Mediterranean Coast., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2060, https://doi.org/10.5194/egusphere-egu21-2060, 2021.
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The Mediterranean coast of Spain is well known for its pleasant weather, which results in high population densities and large number of tourists. The littoral area is constituted by a rich variety of ecosystems combined with a well-developed industry and agricultural land. The attractive Mediterranean climate has another side of the story, due partially to the Spanish mountain ranges along the east coast. This results in extreme rainfall events that drive flash floods that carry significant economic, environmental and social impact to the affected areas. The mentioned scenario gets more complex when considering the climate change that is already experienced in the Mediterranean region. Among others, the increase in extreme precipitation events envisioned by global climate models. Considering that storms and flash floods are the highest occurrence and most expensive events, it is fair to analyse the adaptation measures in place for the studied area.
The present work shows the comparative analysis of three recent case studies of major compound hazard events happened in the Mediterranean coast of Spain with special focus on littoral impacts and within a short time frame of 4 months: September 2019, October 2019, and January 2020. The nearness of the events left short time for recovery between them, as well as added aggravation due to the accumulated environmental and economic impacts caused to the region and the Covid-19 pandemics. The work presents a wide range of data (meteorological, hydrological, economical, impact data, etc.), collected from the press and social media as well as from official sources such as CCS, Meteorological agencies, Civil Protection, and others. This allows developing a multidisciplinary approach from the point of view of hydrology, meteorology, sea sciences and social science.
The analysis of the events is made from a holistic point of view including details as varied as the geographical areas affected up to municipality level, circumstances of casualties, location of extreme hydrometeorological values recorded during the events, environmental impact and economic loss. Furthermore, the different factors driving to each compound hazard event (floods, windstorms, sea surges, ...) and cascade effects have been analysed. Moreover, an analysis of the adaptation measures present at the time is done, along with suggestions of complementary or better adaptation measures for the three cases. Even though the data collection and analysis are made for the entire affected area within the Iberian Peninsula, the impacts and adaptation measures considered in this communication have a focus on the coastal area, including its various littoral ecosystems, coastal infrastructures, tourist sector, etc.
This work has been done in the framework of the M-CostAdapt (CTM2017-83655-C2-1&2-R) research project, funded by the Spanish Ministry of Science and Innovation (MICINN-AEI/FEDER, UE).
How to cite: Caballero-Leiva, I., Llasat-Botija, M., and Llasat, M. C.: Some lessons to improve adaptation measures in basis to the analysis of three extreme rainfall events and its associated impacts in the Spanish Mediterranean Coast., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2060, https://doi.org/10.5194/egusphere-egu21-2060, 2021.
EGU21-2719 | vPICO presentations | NH1.7
Skilful predictions of multi-year US hurricane insured losses by decadal prediction systemsJulia Lockwood, Nick Dunstone, Leon Hermanson, Adam Scaife, Doug Smith, and Hazel Thornton
North Atlantic tropical cyclones are the costliest natural hazard affecting the US, and are capable of causing hundreds of billions of dollars of insured losses in a single season. Tropical cyclone activity has been observed to show considerable decadal variability, linked with variations in sea surface temperatures in regions of the North Atlantic such as the main hurricane development region (MDR) and sub-polar gyre (SPG).
In this presentation we show that a multi-model ensemble of decadal prediction systems can skilfully predict north Atlantic hurricane activity and consequent US insured losses on multi-annual timescales, with a correlation coefficient of greater than 0.7 for 5 year mean hurricane activity. Rather than tracking tropical cyclones directly in the dynamical models, we make predictions using an index based on predicted temperatures over the north Atlantic. The skill of the dynamical models outperforms persistence, and could aid decision making for the (re)insurance industry over the US. As part of the Copernicus Climate Change Service, a publicly available probabilistic forecast of 5 year mean north Atlantic hurricane activity and US insured losses has been produced and will be presented here.
How to cite: Lockwood, J., Dunstone, N., Hermanson, L., Scaife, A., Smith, D., and Thornton, H.: Skilful predictions of multi-year US hurricane insured losses by decadal prediction systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2719, https://doi.org/10.5194/egusphere-egu21-2719, 2021.
Please decide on your access
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North Atlantic tropical cyclones are the costliest natural hazard affecting the US, and are capable of causing hundreds of billions of dollars of insured losses in a single season. Tropical cyclone activity has been observed to show considerable decadal variability, linked with variations in sea surface temperatures in regions of the North Atlantic such as the main hurricane development region (MDR) and sub-polar gyre (SPG).
In this presentation we show that a multi-model ensemble of decadal prediction systems can skilfully predict north Atlantic hurricane activity and consequent US insured losses on multi-annual timescales, with a correlation coefficient of greater than 0.7 for 5 year mean hurricane activity. Rather than tracking tropical cyclones directly in the dynamical models, we make predictions using an index based on predicted temperatures over the north Atlantic. The skill of the dynamical models outperforms persistence, and could aid decision making for the (re)insurance industry over the US. As part of the Copernicus Climate Change Service, a publicly available probabilistic forecast of 5 year mean north Atlantic hurricane activity and US insured losses has been produced and will be presented here.
How to cite: Lockwood, J., Dunstone, N., Hermanson, L., Scaife, A., Smith, D., and Thornton, H.: Skilful predictions of multi-year US hurricane insured losses by decadal prediction systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2719, https://doi.org/10.5194/egusphere-egu21-2719, 2021.
EGU21-3662 | vPICO presentations | NH1.7
Investigating triggering mechanisms for the large hailstorm event of July 10th, 2019 on the Adriatic SeaAntonio Ricchi, Vincenzo Mazzarella, Lorenzo Sangelantoni, Gianluca Redaelli, and Rossella Ferretti
A severe weather events hit Italy on July 9-10, 2019 causing heavy damages by the falling of large-size hail. A trough from Northern Europe affected Italy and the Balkans advecting cold air on the Adriatic Sea. The intrusion of relatively cold and dry air on the Adriatic Sea, in a first stage through the "Bora jets" generated by the Dinaric Alps gave rise to a frontal structure on the ground, which rapidly moved from North to South Adriatic. The large thermal gradient (also with the sea surface), the interaction with the complex orography and the coastal zone, generated several storm structures along the eastern Italian coast. In particular, on 10 July 2019 between 8UTC and 12UTC a deep convective cell (probably a supercell) developed along the coast North of the city of Pescara, producing intense rainfall (accumulated rainfall reaching 130 mm/3h) and a violent hailstorm with hailstones larger than 10 cm in diameter. The storm quickly moved southward, evolving into a complex multicellular structure clearly visible by observing radar data. In this work the frontal dynamics and the genesis of the storm cell are investigated using the numerical model WRF (Weather Research and Forecasting system). Numerical experiments are carried out using a 1 km grid on Central Italy, initialized using the ECMWF dataset and the Sea Surface Temperature (SST) taken by MFS-CMEMS Copernicus dataset. The sensitivity study investigated both the impact of the initial conditions, the quality and the anomaly of the SST on the Adriatic basin in those days. Furthermore, in order to quantify the importance of the use of different microphysics, Planetary boundary Layer (PBL) and radiative schemes, several experiments are performed. The role of orography in the development and location of the convective cell is also investigated. Preliminary results show that initialization and SST played a fundamental role. In particular, the initialization several hours before the event, coupled with a detailed SST allows to correctly reproduce the atmospheric fields. The microphysics scheme turned out to play a key role for this event by showing a significant greater impact than the PBL, in terms of frontal genesis on both the synoptic and local scale.
How to cite: Ricchi, A., Mazzarella, V., Sangelantoni, L., Redaelli, G., and Ferretti, R.: Investigating triggering mechanisms for the large hailstorm event of July 10th, 2019 on the Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3662, https://doi.org/10.5194/egusphere-egu21-3662, 2021.
A severe weather events hit Italy on July 9-10, 2019 causing heavy damages by the falling of large-size hail. A trough from Northern Europe affected Italy and the Balkans advecting cold air on the Adriatic Sea. The intrusion of relatively cold and dry air on the Adriatic Sea, in a first stage through the "Bora jets" generated by the Dinaric Alps gave rise to a frontal structure on the ground, which rapidly moved from North to South Adriatic. The large thermal gradient (also with the sea surface), the interaction with the complex orography and the coastal zone, generated several storm structures along the eastern Italian coast. In particular, on 10 July 2019 between 8UTC and 12UTC a deep convective cell (probably a supercell) developed along the coast North of the city of Pescara, producing intense rainfall (accumulated rainfall reaching 130 mm/3h) and a violent hailstorm with hailstones larger than 10 cm in diameter. The storm quickly moved southward, evolving into a complex multicellular structure clearly visible by observing radar data. In this work the frontal dynamics and the genesis of the storm cell are investigated using the numerical model WRF (Weather Research and Forecasting system). Numerical experiments are carried out using a 1 km grid on Central Italy, initialized using the ECMWF dataset and the Sea Surface Temperature (SST) taken by MFS-CMEMS Copernicus dataset. The sensitivity study investigated both the impact of the initial conditions, the quality and the anomaly of the SST on the Adriatic basin in those days. Furthermore, in order to quantify the importance of the use of different microphysics, Planetary boundary Layer (PBL) and radiative schemes, several experiments are performed. The role of orography in the development and location of the convective cell is also investigated. Preliminary results show that initialization and SST played a fundamental role. In particular, the initialization several hours before the event, coupled with a detailed SST allows to correctly reproduce the atmospheric fields. The microphysics scheme turned out to play a key role for this event by showing a significant greater impact than the PBL, in terms of frontal genesis on both the synoptic and local scale.
How to cite: Ricchi, A., Mazzarella, V., Sangelantoni, L., Redaelli, G., and Ferretti, R.: Investigating triggering mechanisms for the large hailstorm event of July 10th, 2019 on the Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3662, https://doi.org/10.5194/egusphere-egu21-3662, 2021.
EGU21-7305 | vPICO presentations | NH1.7
Estimating extreme sea levels combining systematic observed skew surges and historic record sea levelsLaurie Saint Criq, Yasser Hamdi, Eric Gaume, and Taha B.M.J. Ouarda
The estimation of the sea levels with a high return period is crucial for coastal planning and the assessment of coastal flooding risk. Coastal facilities are designed to very low probabilities of failure and hence the design values are affected by significant uncertainties. Some recent coastal floods due to exceptional surges suggest that the design performed with the current statistical approaches may sometimes be significantly underestimated. This presentation is a contribution to the use of historical observations to improve the estimation of extreme sea levels. Historic records consist in observed major sea level values. The corresponding skew surges may be estimated but the exhaustiveness of historical skew surges, which is an essential criterion for an unbiased statistical inference cannot be guaranteed. . Indeed, Extreme skew surges can easily remain unnoticed if they occur at low or moderate high tide and do not generate extreme sea levels. This study proposes to combine, in a single Bayesian inference procedure, series of measured skew surges for the recent period and extreme sea levels for the historic period. The method is tested on four sites (tide gauges) located on the French Atlantic and Channel coasts. The proposed method appears to provide unbiased quantile estimates and to be more reliable than previously proposed approaches to include historic records in coastal sea level or surge statistical analyses.
How to cite: Saint Criq, L., Hamdi, Y., Gaume, E., and Ouarda, T. B. M. J.: Estimating extreme sea levels combining systematic observed skew surges and historic record sea levels, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7305, https://doi.org/10.5194/egusphere-egu21-7305, 2021.
The estimation of the sea levels with a high return period is crucial for coastal planning and the assessment of coastal flooding risk. Coastal facilities are designed to very low probabilities of failure and hence the design values are affected by significant uncertainties. Some recent coastal floods due to exceptional surges suggest that the design performed with the current statistical approaches may sometimes be significantly underestimated. This presentation is a contribution to the use of historical observations to improve the estimation of extreme sea levels. Historic records consist in observed major sea level values. The corresponding skew surges may be estimated but the exhaustiveness of historical skew surges, which is an essential criterion for an unbiased statistical inference cannot be guaranteed. . Indeed, Extreme skew surges can easily remain unnoticed if they occur at low or moderate high tide and do not generate extreme sea levels. This study proposes to combine, in a single Bayesian inference procedure, series of measured skew surges for the recent period and extreme sea levels for the historic period. The method is tested on four sites (tide gauges) located on the French Atlantic and Channel coasts. The proposed method appears to provide unbiased quantile estimates and to be more reliable than previously proposed approaches to include historic records in coastal sea level or surge statistical analyses.
How to cite: Saint Criq, L., Hamdi, Y., Gaume, E., and Ouarda, T. B. M. J.: Estimating extreme sea levels combining systematic observed skew surges and historic record sea levels, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7305, https://doi.org/10.5194/egusphere-egu21-7305, 2021.
EGU21-8997 | vPICO presentations | NH1.7
Inland Coastal Flooding Risk by Tropical CycloneAli Sarhadi and Kerry Emanuel
Heavy and prolonged rainfall from one of the most destructive natural hazards, Tropical Cyclone (TC) generate devastating inland coastal flooding in the US. In this study, we introduce a pluvial hydrodynamic model to translate rainfall intensity of TCs as the main driver into extreme flooding hazard in coastal areas on the west side of Buzzard Bay in Massachusetts. The model implements a 2D hydraulic modeling and landscape characteristics, including geometry, land use, surface roughness, river networks, and soil infiltration. Using the continuity of mass and momentum equations, the model translates rainfall intensity of TCs that make landfall in the area into dynamic flooding during each event. The rainfall intensity data are derived from a large number of synthetic TCs (generated from historical climate through 1979-2019). The high spatial resolution rainfall intensity with short and long duration scenarios (1-hr, 2-hr, 3-hr, 6-hr, 12-hr, 24-hr, 48-hr, and 72-hr) are then used to simulate the corresponding extreme flooding during each TC. The accuracy of the developed model is evaluated by comparing flood inundation areas during observed TCs (extracted from the Synthetic-Aperture Radar (SAR) image processing) with those simulated by the model from NEXRAD data for the same events. The maximum simulated flood depth during each synthetic TC is then applied in a probabilistic framework to estimate flood levels in different return periods (up to 200 year) for each of the short and long duration scenario. The results of flood depth and inundated extent from low probable and high consequence TC floods provide critical insight for designing resilient infrastructure and reducing damages and cost against these destructive extremes. Our methodology can be applied for other susceptible coastal regions, helping identify vulnerable areas to extreme flooding induced by short and long duration TCs.
How to cite: Sarhadi, A. and Emanuel, K.: Inland Coastal Flooding Risk by Tropical Cyclone , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8997, https://doi.org/10.5194/egusphere-egu21-8997, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Heavy and prolonged rainfall from one of the most destructive natural hazards, Tropical Cyclone (TC) generate devastating inland coastal flooding in the US. In this study, we introduce a pluvial hydrodynamic model to translate rainfall intensity of TCs as the main driver into extreme flooding hazard in coastal areas on the west side of Buzzard Bay in Massachusetts. The model implements a 2D hydraulic modeling and landscape characteristics, including geometry, land use, surface roughness, river networks, and soil infiltration. Using the continuity of mass and momentum equations, the model translates rainfall intensity of TCs that make landfall in the area into dynamic flooding during each event. The rainfall intensity data are derived from a large number of synthetic TCs (generated from historical climate through 1979-2019). The high spatial resolution rainfall intensity with short and long duration scenarios (1-hr, 2-hr, 3-hr, 6-hr, 12-hr, 24-hr, 48-hr, and 72-hr) are then used to simulate the corresponding extreme flooding during each TC. The accuracy of the developed model is evaluated by comparing flood inundation areas during observed TCs (extracted from the Synthetic-Aperture Radar (SAR) image processing) with those simulated by the model from NEXRAD data for the same events. The maximum simulated flood depth during each synthetic TC is then applied in a probabilistic framework to estimate flood levels in different return periods (up to 200 year) for each of the short and long duration scenario. The results of flood depth and inundated extent from low probable and high consequence TC floods provide critical insight for designing resilient infrastructure and reducing damages and cost against these destructive extremes. Our methodology can be applied for other susceptible coastal regions, helping identify vulnerable areas to extreme flooding induced by short and long duration TCs.
How to cite: Sarhadi, A. and Emanuel, K.: Inland Coastal Flooding Risk by Tropical Cyclone , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8997, https://doi.org/10.5194/egusphere-egu21-8997, 2021.
EGU21-9205 | vPICO presentations | NH1.7
CLIMADA: an open-source climate risk assessment model. The latest developments!Chris Fairless, Chahan Kropf, and David Bresch
Do you want to translate your work on extreme weather into human and economic impacts? Do you want to investigate the statistical risk from climate change to your region, country or planet? Do you need to identify vulnerable populations and find the most effective climate adaptation measures?
The CLIMADA platform (CLIMate ADAptation) is built to support these analyses. The model is an open source, globally consistent, fully probabilistic risk assessment tool. It is designed with both academics and decision-makers in mind and is used in international financial planning, regional climate adaptation projects and impact forecasting.
CLIMADA combines hazard, vulnerability and exposure data to produce risk assessments, allowing you to supply any (or none) of the data required. The model includes event data for hazards including tropical storm wind and surge, windstorms, earthquake, flood, drought, wildfire and agricultural risk, at different stages of maturity. It includes the LitPop exposure model for estimating economic and population exposure, and impact/vulnerability functions to combine them with hazards. It is suitable for case studies and climate studies.
In this session we will present the model, highlight recent additions, and discuss our work supporting users in government, industry and the third sector. We want to hear questions from potential new users and collaborators and hope to spark conversations about new data sources, improved methodologies and integrations with other workflows.
How to cite: Fairless, C., Kropf, C., and Bresch, D.: CLIMADA: an open-source climate risk assessment model. The latest developments!, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9205, https://doi.org/10.5194/egusphere-egu21-9205, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Do you want to translate your work on extreme weather into human and economic impacts? Do you want to investigate the statistical risk from climate change to your region, country or planet? Do you need to identify vulnerable populations and find the most effective climate adaptation measures?
The CLIMADA platform (CLIMate ADAptation) is built to support these analyses. The model is an open source, globally consistent, fully probabilistic risk assessment tool. It is designed with both academics and decision-makers in mind and is used in international financial planning, regional climate adaptation projects and impact forecasting.
CLIMADA combines hazard, vulnerability and exposure data to produce risk assessments, allowing you to supply any (or none) of the data required. The model includes event data for hazards including tropical storm wind and surge, windstorms, earthquake, flood, drought, wildfire and agricultural risk, at different stages of maturity. It includes the LitPop exposure model for estimating economic and population exposure, and impact/vulnerability functions to combine them with hazards. It is suitable for case studies and climate studies.
In this session we will present the model, highlight recent additions, and discuss our work supporting users in government, industry and the third sector. We want to hear questions from potential new users and collaborators and hope to spark conversations about new data sources, improved methodologies and integrations with other workflows.
How to cite: Fairless, C., Kropf, C., and Bresch, D.: CLIMADA: an open-source climate risk assessment model. The latest developments!, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9205, https://doi.org/10.5194/egusphere-egu21-9205, 2021.
EGU21-10500 | vPICO presentations | NH1.7
Evaluation of climate change risks faced by the mining industry in Chile: spatiotemporal analysis of extreme precipitation for 2035-2065Gabriel Perez, Liliana Pagliero, Neil McIntyre, Douglas Aitken, and Diego Rivera
Climate change poses significant challenges for many industrial activities around the world, including mining. Changes in precipitation patterns and the increasing frequency of extreme weather events can trigger severe droughts or flash floods that can easily disrupt the minerals value-chain and increase environmental pollution risks. This research focuses on evaluating climate change risks faced by the mining industry in Chile during the period 2035-2065 under the assumptions of the RCP 8.5 scenario (business as usual). This research presents risk maps, at the national scale, based on different databases that describe the location and characteristics of the mining infrastructure and spatiotemporal analysis of daily precipitation changes between present climate conditions and future predictions. The present climate conditions are depicted by historical observations for the period 1980-2010 while the future predictions are represented by an ensemble of 34 downscaled Global Circulation Models (GCMs) from the CMIP5. On one hand, the results show that mining operations located in northern and central Chile (Atacama, Coquimbo and Valparaiso regions), will face significant flash flood risks due to the predicted increase of extreme precipitation events for 2035-2065. On the other hand, the results suggest that mining operations located in the regions of Coquimbo, Valparaiso, Biobio, Libertador G.B.O, and Metropolitan area of Santiago are those under the most significant risks due to droughts. The results obtained in this research are part of a more comprehensive project titled “Climate Risk Atlas of Chile”, developed by the Center for Climate and Resilience Research (CR2) and the Center for Global Change of Universidad Católica de Chile (https://arclim.mma.gob.cl/), which analyses the risks of climate change for different industries of the Chilean economy.
How to cite: Perez, G., Pagliero, L., McIntyre, N., Aitken, D., and Rivera, D.: Evaluation of climate change risks faced by the mining industry in Chile: spatiotemporal analysis of extreme precipitation for 2035-2065, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10500, https://doi.org/10.5194/egusphere-egu21-10500, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Climate change poses significant challenges for many industrial activities around the world, including mining. Changes in precipitation patterns and the increasing frequency of extreme weather events can trigger severe droughts or flash floods that can easily disrupt the minerals value-chain and increase environmental pollution risks. This research focuses on evaluating climate change risks faced by the mining industry in Chile during the period 2035-2065 under the assumptions of the RCP 8.5 scenario (business as usual). This research presents risk maps, at the national scale, based on different databases that describe the location and characteristics of the mining infrastructure and spatiotemporal analysis of daily precipitation changes between present climate conditions and future predictions. The present climate conditions are depicted by historical observations for the period 1980-2010 while the future predictions are represented by an ensemble of 34 downscaled Global Circulation Models (GCMs) from the CMIP5. On one hand, the results show that mining operations located in northern and central Chile (Atacama, Coquimbo and Valparaiso regions), will face significant flash flood risks due to the predicted increase of extreme precipitation events for 2035-2065. On the other hand, the results suggest that mining operations located in the regions of Coquimbo, Valparaiso, Biobio, Libertador G.B.O, and Metropolitan area of Santiago are those under the most significant risks due to droughts. The results obtained in this research are part of a more comprehensive project titled “Climate Risk Atlas of Chile”, developed by the Center for Climate and Resilience Research (CR2) and the Center for Global Change of Universidad Católica de Chile (https://arclim.mma.gob.cl/), which analyses the risks of climate change for different industries of the Chilean economy.
How to cite: Perez, G., Pagliero, L., McIntyre, N., Aitken, D., and Rivera, D.: Evaluation of climate change risks faced by the mining industry in Chile: spatiotemporal analysis of extreme precipitation for 2035-2065, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10500, https://doi.org/10.5194/egusphere-egu21-10500, 2021.
EGU21-15500 | vPICO presentations | NH1.7
Climatology of moisture sources fuelling extreme precipitation in the Western Mediterranean regionDamián Insua Costa, Gonzalo Miguez-Macho, and María Carmen Llasat
The Western Mediterranean region (WMR) is usually affected by heavy rainfall, which has been extensively studied in the past because of the enormous impact it causes. However, there is still an open question related to these potentially catastrophic episodes: does the water vapour that feeds precipitation actually come from the Mediterranean Sea? Several studies have pointed to a significant contribution from other moisture sources, but the debate remains open because only a few case studies with disparate findings have been analysed so far. Here we use the Weather Research and Forecasting (WRF) model with a coupled moisture tagging capability to simulate over one hundred cases of extreme precipitation in the WMR. In order to detect possible remote moisture sources, we use a domain that covers almost the entire northern hemisphere. Preliminary results show that, although the contribution from the Mediterranean Sea is crucial, the combined contribution from more distant sources in the tropical, subtropical and north Atlantic is higher on average. In some specific cases, a significant part of the humidity may come from sources as far away as the Pacific Ocean. Our findings suggest that when explaining WMR torrential rainfall episodes, the Mediterranean Sea should be generally understood as a precipitation enhancer rather than the main contributor to precipitation.
How to cite: Insua Costa, D., Miguez-Macho, G., and Llasat, M. C.: Climatology of moisture sources fuelling extreme precipitation in the Western Mediterranean region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15500, https://doi.org/10.5194/egusphere-egu21-15500, 2021.
The Western Mediterranean region (WMR) is usually affected by heavy rainfall, which has been extensively studied in the past because of the enormous impact it causes. However, there is still an open question related to these potentially catastrophic episodes: does the water vapour that feeds precipitation actually come from the Mediterranean Sea? Several studies have pointed to a significant contribution from other moisture sources, but the debate remains open because only a few case studies with disparate findings have been analysed so far. Here we use the Weather Research and Forecasting (WRF) model with a coupled moisture tagging capability to simulate over one hundred cases of extreme precipitation in the WMR. In order to detect possible remote moisture sources, we use a domain that covers almost the entire northern hemisphere. Preliminary results show that, although the contribution from the Mediterranean Sea is crucial, the combined contribution from more distant sources in the tropical, subtropical and north Atlantic is higher on average. In some specific cases, a significant part of the humidity may come from sources as far away as the Pacific Ocean. Our findings suggest that when explaining WMR torrential rainfall episodes, the Mediterranean Sea should be generally understood as a precipitation enhancer rather than the main contributor to precipitation.
How to cite: Insua Costa, D., Miguez-Macho, G., and Llasat, M. C.: Climatology of moisture sources fuelling extreme precipitation in the Western Mediterranean region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15500, https://doi.org/10.5194/egusphere-egu21-15500, 2021.
EGU21-15596 | vPICO presentations | NH1.7
Climate change induced modifications of hydro-meteorological extreme events and their impacts on water resources for agriculture in the MediterraneanAthanasios Loukas
It is common today to consider that climate is expected to change or even climate change is present and evident. A changing climate leads to changes in the frequency, intensity, spatial extent, duration, and timing of climate extremes, and may result in unprecedented events. Changes in extremes of a climate variable are not always related in a simple way to changes in the mean of the same variable or a hydrological variable, and in some cases may be of opposite sign to a change in the mean of the variable. Also, the changes vary from one geographical region to another. In this review paper, examples of climate change impact studies on hydro-meteorological extremes, i.e. extreme precipitation, floods and droughts, in the Mediterranean region, are presented and discussed. In this geographical area, agriculture is the main consumer of water, demanding 60-90% of the total water use. The impacts of the climate change induced modifications of hydro-meteorological extremes and water management practices on the availability of surface water and groundwater resources are also discussed.
How to cite: Loukas, A.: Climate change induced modifications of hydro-meteorological extreme events and their impacts on water resources for agriculture in the Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15596, https://doi.org/10.5194/egusphere-egu21-15596, 2021.
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It is common today to consider that climate is expected to change or even climate change is present and evident. A changing climate leads to changes in the frequency, intensity, spatial extent, duration, and timing of climate extremes, and may result in unprecedented events. Changes in extremes of a climate variable are not always related in a simple way to changes in the mean of the same variable or a hydrological variable, and in some cases may be of opposite sign to a change in the mean of the variable. Also, the changes vary from one geographical region to another. In this review paper, examples of climate change impact studies on hydro-meteorological extremes, i.e. extreme precipitation, floods and droughts, in the Mediterranean region, are presented and discussed. In this geographical area, agriculture is the main consumer of water, demanding 60-90% of the total water use. The impacts of the climate change induced modifications of hydro-meteorological extremes and water management practices on the availability of surface water and groundwater resources are also discussed.
How to cite: Loukas, A.: Climate change induced modifications of hydro-meteorological extreme events and their impacts on water resources for agriculture in the Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15596, https://doi.org/10.5194/egusphere-egu21-15596, 2021.
EGU21-10589 | vPICO presentations | NH1.7
Intensification of extreme snowfall under future warmingLennart Quante, Sven Willner, Robin Middelanis, and Anders Levermann
Due to climate change the frequency and character of precipitation are changing as the hydrological cycle intensifies. With regards to snowfall, global warming thereby has two opposing influences. Increasing humidity enables potentially intense snowfall, whereas warming temperatures decrease the likelihood of snowfall in the first place. Here we show an intensification of extreme snowfall under future warming, which is robust across all global coupled climate models when they are bias-corrected with observational data. While mean daily snowfall decreases drastically in the model ensemble, both the 99th and the 99.9th percentiles of daily snowfall increase strongly in the next decades. Additionally, the magnitude of high snowfall events increases, which is likely to pose considerable challenge to municipalities in mid to high northern latitudes. We propose that the almost unchanged occurrence of temperatures just below the freezing point of water in combination with the strengthening of the hydrological cycle enables this intensification of extreme snowfall. Thus extreme snowfall events are likely to become an increasingly important impact of climate change on society in the next decades.
How to cite: Quante, L., Willner, S., Middelanis, R., and Levermann, A.: Intensification of extreme snowfall under future warming, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10589, https://doi.org/10.5194/egusphere-egu21-10589, 2021.
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Due to climate change the frequency and character of precipitation are changing as the hydrological cycle intensifies. With regards to snowfall, global warming thereby has two opposing influences. Increasing humidity enables potentially intense snowfall, whereas warming temperatures decrease the likelihood of snowfall in the first place. Here we show an intensification of extreme snowfall under future warming, which is robust across all global coupled climate models when they are bias-corrected with observational data. While mean daily snowfall decreases drastically in the model ensemble, both the 99th and the 99.9th percentiles of daily snowfall increase strongly in the next decades. Additionally, the magnitude of high snowfall events increases, which is likely to pose considerable challenge to municipalities in mid to high northern latitudes. We propose that the almost unchanged occurrence of temperatures just below the freezing point of water in combination with the strengthening of the hydrological cycle enables this intensification of extreme snowfall. Thus extreme snowfall events are likely to become an increasingly important impact of climate change on society in the next decades.
How to cite: Quante, L., Willner, S., Middelanis, R., and Levermann, A.: Intensification of extreme snowfall under future warming, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10589, https://doi.org/10.5194/egusphere-egu21-10589, 2021.
EGU21-15667 | vPICO presentations | NH1.7
The economic impacts of Climate Change to flood risk across the Central Asia Regional Economic Cooperation (CAREC)Iain Willis, Alex Shao, Sarah Optiz-Stapleton, and Amanda Cheong
This case study documents the application of multi-RCM derived Intensity-Duration-Frequency (IDF) curves to assess the changing nature of probabilistic flood risk in the CAREC region at future time horizons.
In this study, multi-model precipitation extremes under RCP4.5 and RCP8.5 at future climate horizons (e.g. 2040s and 2070s) are used to derive alternative views of flood risk and damage potential across the eleven countries (Afghanistan, Azerbaijan, China (Inner Mongolia Autonomous Region; Xinjiang Uyghur Autonomous Region), Georgia, Kazakhstan, Kyrgyz Republic, Mongolia, Pakistan, Tajikistan, Turkmenistan and Uzbekistan) within the Central Asia Regional Economic Cooperation (CAREC).
Multiple regional climate model (RCM) daily precipitation data from the Coordinated Regional Climate Downscaling Experiment (CORDEX) are first bias corrected through non-parametric quantile mapping. Quantile mapping is an approach used to reduce systematic biases in RCM precipitation, particularly extremes, by adjusting the historical modeled precipitation distributions against observations and carrying the transformation forward to adjust future projections. The bias-corrected projections are used to derive sub-country level Intensity-Duration-Frequency (IDF) curves before being combined with a 10,000 year stochastic simulation of river and surface water flood event set to derive change factors in baseline hydrology for river gauges and gridded precipitation points across Central Asia. These change factors have been used to create a series of alternative stochastic flood event sets for the various time horizons and emission scenarios, which in turn, are then analysed against the GED4ALL economic exposure data and a detailed taxonomy of fragility curves to assess the economic impact of climate change in all CAREC countries. The study captures the complex and non-linear relationship between climate change and flood risk across a diverse continent. In turn, focus is given to how these findings may affect key global planning horizons with regard to disaster risk financing and sustainable development.
How to cite: Willis, I., Shao, A., Optiz-Stapleton, S., and Cheong, A.: The economic impacts of Climate Change to flood risk across the Central Asia Regional Economic Cooperation (CAREC), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15667, https://doi.org/10.5194/egusphere-egu21-15667, 2021.
This case study documents the application of multi-RCM derived Intensity-Duration-Frequency (IDF) curves to assess the changing nature of probabilistic flood risk in the CAREC region at future time horizons.
In this study, multi-model precipitation extremes under RCP4.5 and RCP8.5 at future climate horizons (e.g. 2040s and 2070s) are used to derive alternative views of flood risk and damage potential across the eleven countries (Afghanistan, Azerbaijan, China (Inner Mongolia Autonomous Region; Xinjiang Uyghur Autonomous Region), Georgia, Kazakhstan, Kyrgyz Republic, Mongolia, Pakistan, Tajikistan, Turkmenistan and Uzbekistan) within the Central Asia Regional Economic Cooperation (CAREC).
Multiple regional climate model (RCM) daily precipitation data from the Coordinated Regional Climate Downscaling Experiment (CORDEX) are first bias corrected through non-parametric quantile mapping. Quantile mapping is an approach used to reduce systematic biases in RCM precipitation, particularly extremes, by adjusting the historical modeled precipitation distributions against observations and carrying the transformation forward to adjust future projections. The bias-corrected projections are used to derive sub-country level Intensity-Duration-Frequency (IDF) curves before being combined with a 10,000 year stochastic simulation of river and surface water flood event set to derive change factors in baseline hydrology for river gauges and gridded precipitation points across Central Asia. These change factors have been used to create a series of alternative stochastic flood event sets for the various time horizons and emission scenarios, which in turn, are then analysed against the GED4ALL economic exposure data and a detailed taxonomy of fragility curves to assess the economic impact of climate change in all CAREC countries. The study captures the complex and non-linear relationship between climate change and flood risk across a diverse continent. In turn, focus is given to how these findings may affect key global planning horizons with regard to disaster risk financing and sustainable development.
How to cite: Willis, I., Shao, A., Optiz-Stapleton, S., and Cheong, A.: The economic impacts of Climate Change to flood risk across the Central Asia Regional Economic Cooperation (CAREC), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15667, https://doi.org/10.5194/egusphere-egu21-15667, 2021.
EGU21-76 | vPICO presentations | NH1.7
Meteorological considerations of grapevine damage due to temperature variations: the 2019 late spring frost and summer heat wave events in BurgundyOlivier Planchon, Olivier Cantat, Benjamin Bois, François Beauvais, Catinca Gavrilescu, and Matthieu David
Meteorological considerations of grapevine damage due to temperature variations: the 2019 late spring frost and summer heat wave events in Burgundy
During 2019, the occurrence of two contrasting weather events, a cold snap and a heat wave, caused extensive damage to the vineyards of Northern Burgundy. The late spring cold snap, that occurred from May 5th to 7th, generated frost like conditions across the northern and north-western areas of the Côte-d'Or department. The weather stations of the Northern Auxois area, where the three observation and study sites are located, recorded minimum temperatures ranging between -1 and -2°C. On the 24th and the 25th of July vineyards were exposed, yet again, to an extreme temperature variation. A brief but unusually intense heat wave increased daily maximum temperatures up to 42°C in the department’s far north. Landforms such as plateaus were less exposed to the increase in temperatures due the limiting effect of higher elevations. This led to temperatures not exceeding 40°C above 300 m, elevation at which the vineyard sites of this study are located.
Weather conditions that caused the early May frost event were related to a northern circulation present over Western Europe that persisted from the 28th of April to the 6th of May. The strong anticyclonic ridge stretching from Greenland to the Iberian Peninsula directed an air mass of arctic origin towards France. On July 24th and 25th, the presence of a surface high pressure system above Scandinavia, associated with a low-pressure center located near the Atlantic Ocean, generated an influx of a very hot air mass from the northern part of the African continent through France and neighbouring countries.
The local impact of these two weather events was modulated by the topographical features specific to the study area: a limestone plateau strongly dissected by parallel valleys of S.E. / N.W. orientations. The three observation sites have similar soil characteristics and are located on south facing slopes. However, damage to vegetation was uneven across sites as well as within each site. These observations rise up the question of the influence of very fine-scale environmental conditions and the impact they might have on the different vegetative growth stages. Lastly, the variation in physiological response among grapevines and its effect on their sensitivity to the occurrence of different weather hazards is also to be considered.
How to cite: Planchon, O., Cantat, O., Bois, B., Beauvais, F., Gavrilescu, C., and David, M.: Meteorological considerations of grapevine damage due to temperature variations: the 2019 late spring frost and summer heat wave events in Burgundy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-76, https://doi.org/10.5194/egusphere-egu21-76, 2021.
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Meteorological considerations of grapevine damage due to temperature variations: the 2019 late spring frost and summer heat wave events in Burgundy
During 2019, the occurrence of two contrasting weather events, a cold snap and a heat wave, caused extensive damage to the vineyards of Northern Burgundy. The late spring cold snap, that occurred from May 5th to 7th, generated frost like conditions across the northern and north-western areas of the Côte-d'Or department. The weather stations of the Northern Auxois area, where the three observation and study sites are located, recorded minimum temperatures ranging between -1 and -2°C. On the 24th and the 25th of July vineyards were exposed, yet again, to an extreme temperature variation. A brief but unusually intense heat wave increased daily maximum temperatures up to 42°C in the department’s far north. Landforms such as plateaus were less exposed to the increase in temperatures due the limiting effect of higher elevations. This led to temperatures not exceeding 40°C above 300 m, elevation at which the vineyard sites of this study are located.
Weather conditions that caused the early May frost event were related to a northern circulation present over Western Europe that persisted from the 28th of April to the 6th of May. The strong anticyclonic ridge stretching from Greenland to the Iberian Peninsula directed an air mass of arctic origin towards France. On July 24th and 25th, the presence of a surface high pressure system above Scandinavia, associated with a low-pressure center located near the Atlantic Ocean, generated an influx of a very hot air mass from the northern part of the African continent through France and neighbouring countries.
The local impact of these two weather events was modulated by the topographical features specific to the study area: a limestone plateau strongly dissected by parallel valleys of S.E. / N.W. orientations. The three observation sites have similar soil characteristics and are located on south facing slopes. However, damage to vegetation was uneven across sites as well as within each site. These observations rise up the question of the influence of very fine-scale environmental conditions and the impact they might have on the different vegetative growth stages. Lastly, the variation in physiological response among grapevines and its effect on their sensitivity to the occurrence of different weather hazards is also to be considered.
How to cite: Planchon, O., Cantat, O., Bois, B., Beauvais, F., Gavrilescu, C., and David, M.: Meteorological considerations of grapevine damage due to temperature variations: the 2019 late spring frost and summer heat wave events in Burgundy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-76, https://doi.org/10.5194/egusphere-egu21-76, 2021.
EGU21-13932 | vPICO presentations | NH1.7
Investigating Possible Effects of Changing Hydroclimatic Persistence on Lake Cyanobacterial Harmful Algal BloomsPanagiotis D. Oikonomou, Asim Zia, Jory S. Hecht, Patrick J. Clemins, Donna M. Rizzo, and Andrew W. Schroth
NH2.1 – A multidisciplinary perspective on past to present volcanism and volcanic hazards (merged session)
EGU21-3132 | vPICO presentations | NH2.1 | Highlight
Volcanism and tectonics in an island-arc rift environment: proposal to drill at Christiana-Santorini-Kolumbo marine volcanic field, GreeceTim Druitt, Christian Huebscher, Steffen Kutterolf, Paraskevi Nomikou, Dimitris Papanikolaou, Jens Karstens, and Jonas Preine and the Participants of the 2017 Athens MagellanPlus workshop
IODP proposal VolTecArc aims at deep-sea drilling in and around the Christiana-Santorini-Kolumbo (CSK) marine volcanic field to investigate interactions and feedbacks between tectonics and volcanism and how volcanoes interact with their marine environments. The volcanic field lies in a rift system 100 km long and 45 km wide, oblique to the South Aegean volcanic arc, that is one of the most volcanically and seismically active regions of Europe. The volcanoes include three polygenetic and over 20 monogenetic centers that have jointly produced over a hundred explosive eruptions over the last few hundred thousand years. The volcanoes pose important hazards to the Eastern Mediterranean region. Unrest at Santorini caldera in 2011-12 raised awareness of eruption threat at an island archipelago visited by 1.5 million tourists per year.
The results of onland volcanological research, eruption dating, multi-beam sea floor mapping, shallow sediment coring and dredge sampling, combined with a high-quality site-survey database of multichannel seismic profiles and a recent seismic tomography experiment, make deep drilling at the CSK volcanic field very timely. Deep drilling will enable characterization and interpretation of depositional packages visible on seismic images, chemical correlation of Santorini-derived volcanic layers in the rift fills with the dated onshore stratigraphy, and provide a tight chronostratigraphic framework for marine successions. Some objectives of drilling are to: (1) document the history of tectonics, subsidence, sedimentation and volcanism in an arc-rift environment, and how volcanism has evolved spatially and temporally since rift initiation; (2) determine how the genesis and compositions of magmas and their associated volatiles have evolved in time and space over the lifetime of the rift; (3) document the dynamics and environmental impacts of arc eruptions and calderas, including eruption frequencies, magnitudes and rates, the mechanisms of caldera collapse, and the origin of caldera unrest events.
How to cite: Druitt, T., Huebscher, C., Kutterolf, S., Nomikou, P., Papanikolaou, D., Karstens, J., and Preine, J. and the Participants of the 2017 Athens MagellanPlus workshop: Volcanism and tectonics in an island-arc rift environment: proposal to drill at Christiana-Santorini-Kolumbo marine volcanic field, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3132, https://doi.org/10.5194/egusphere-egu21-3132, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
IODP proposal VolTecArc aims at deep-sea drilling in and around the Christiana-Santorini-Kolumbo (CSK) marine volcanic field to investigate interactions and feedbacks between tectonics and volcanism and how volcanoes interact with their marine environments. The volcanic field lies in a rift system 100 km long and 45 km wide, oblique to the South Aegean volcanic arc, that is one of the most volcanically and seismically active regions of Europe. The volcanoes include three polygenetic and over 20 monogenetic centers that have jointly produced over a hundred explosive eruptions over the last few hundred thousand years. The volcanoes pose important hazards to the Eastern Mediterranean region. Unrest at Santorini caldera in 2011-12 raised awareness of eruption threat at an island archipelago visited by 1.5 million tourists per year.
The results of onland volcanological research, eruption dating, multi-beam sea floor mapping, shallow sediment coring and dredge sampling, combined with a high-quality site-survey database of multichannel seismic profiles and a recent seismic tomography experiment, make deep drilling at the CSK volcanic field very timely. Deep drilling will enable characterization and interpretation of depositional packages visible on seismic images, chemical correlation of Santorini-derived volcanic layers in the rift fills with the dated onshore stratigraphy, and provide a tight chronostratigraphic framework for marine successions. Some objectives of drilling are to: (1) document the history of tectonics, subsidence, sedimentation and volcanism in an arc-rift environment, and how volcanism has evolved spatially and temporally since rift initiation; (2) determine how the genesis and compositions of magmas and their associated volatiles have evolved in time and space over the lifetime of the rift; (3) document the dynamics and environmental impacts of arc eruptions and calderas, including eruption frequencies, magnitudes and rates, the mechanisms of caldera collapse, and the origin of caldera unrest events.
How to cite: Druitt, T., Huebscher, C., Kutterolf, S., Nomikou, P., Papanikolaou, D., Karstens, J., and Preine, J. and the Participants of the 2017 Athens MagellanPlus workshop: Volcanism and tectonics in an island-arc rift environment: proposal to drill at Christiana-Santorini-Kolumbo marine volcanic field, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3132, https://doi.org/10.5194/egusphere-egu21-3132, 2021.
EGU21-1702 | vPICO presentations | NH2.1
Chronostratigraphic Analysis of the Evolution of the Christiana-Santorini-Kolumbo Volcanic FieldJonas Preine, Christian Hübscher, Jens Karstens, Paraskevi Nomikou, Timothy Druitt, and Dimitris Papanikolaou
The Christiana-Santorini-Kolumbo (CSK) volcanic field in the South Aegean Sea is one of the most active volcanic-tectonic lineaments in Europe, having produced numerous explosive eruptions, catastrophic earthquakes, and disastrous tsunamis in the past 350,000 years. The present-day Santorini caldera is located in the centre of the NE-SW trending CSK field, which extends for more than 60 km from the extinct Christiana volcano in the southwest to the active submarine Kolumbo volcano northeast of Santorini. While the onshore architecture of Santorini has been well studied, little is known about its offshore architecture. Further, the past volcanism of Kolumbo is only known for its last eruption in 1650 AD and that of Christiana is completely unknown. Based on the available onshore datings of the volcanic formations, it has been proposed that volcanism in the CSK field initiated at Christiana, then migrated northeast towards Santorini and later to Kolumbo. This, however, has yet to be confirmed by offshore investigations. To fully constrain and understand the initiation and evolution of volcanism in the CSK field, we combine an extensive collection of high-resolution multichannel and vintage seismic data covering the entire zone.
With these seismic profiles, we are able to (1) correlate the seismo-stratigraphy of the Christiana basin west of Santorini with that of the Anhydros Basin east of Santorini, (2) identify major phases of extrusive and intrusive activity of individual volcanic vents, and (3) establish a regional chrono-stratigraphic framework in which we chronologically integrate these phases. We conclude that volcanism occurred repetitively during distinct phases of activity, which are separated from each other by periods with little or no volcanic activity. The onset of volcanism occurred without the generation of significant pyroclastic flows and was mainly characterized by shallow intrusions, clearly visible at Christiana, at its neighbouring volcanic cones, and at the southwestern flank of Akrotiri. The next phase saw the formation of the Kolumbo Volcanic Chain in the Anhydros Basin and the formation of sill intrusions in the Christiana Basin, which we find below a chaotic, presumably pyroclastic unit. This was followed by a major regional event on Santorini, during which a thick transparent subunit was deposited in all surrounding basins. The most recent phase was dominated by the volcanoclastic deposits from Santorini’s eruptive cycles and the recent eruption of Kolumbo. Using estimates of sedimentation rates, we convert this chrono-stratigraphic scheme into an approximate timeline, which implies that the initiation of volcanism occurred during Late Pliocene to Early Quaternary - much earlier than revealed by onshore dating.
How to cite: Preine, J., Hübscher, C., Karstens, J., Nomikou, P., Druitt, T., and Papanikolaou, D.: Chronostratigraphic Analysis of the Evolution of the Christiana-Santorini-Kolumbo Volcanic Field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1702, https://doi.org/10.5194/egusphere-egu21-1702, 2021.
The Christiana-Santorini-Kolumbo (CSK) volcanic field in the South Aegean Sea is one of the most active volcanic-tectonic lineaments in Europe, having produced numerous explosive eruptions, catastrophic earthquakes, and disastrous tsunamis in the past 350,000 years. The present-day Santorini caldera is located in the centre of the NE-SW trending CSK field, which extends for more than 60 km from the extinct Christiana volcano in the southwest to the active submarine Kolumbo volcano northeast of Santorini. While the onshore architecture of Santorini has been well studied, little is known about its offshore architecture. Further, the past volcanism of Kolumbo is only known for its last eruption in 1650 AD and that of Christiana is completely unknown. Based on the available onshore datings of the volcanic formations, it has been proposed that volcanism in the CSK field initiated at Christiana, then migrated northeast towards Santorini and later to Kolumbo. This, however, has yet to be confirmed by offshore investigations. To fully constrain and understand the initiation and evolution of volcanism in the CSK field, we combine an extensive collection of high-resolution multichannel and vintage seismic data covering the entire zone.
With these seismic profiles, we are able to (1) correlate the seismo-stratigraphy of the Christiana basin west of Santorini with that of the Anhydros Basin east of Santorini, (2) identify major phases of extrusive and intrusive activity of individual volcanic vents, and (3) establish a regional chrono-stratigraphic framework in which we chronologically integrate these phases. We conclude that volcanism occurred repetitively during distinct phases of activity, which are separated from each other by periods with little or no volcanic activity. The onset of volcanism occurred without the generation of significant pyroclastic flows and was mainly characterized by shallow intrusions, clearly visible at Christiana, at its neighbouring volcanic cones, and at the southwestern flank of Akrotiri. The next phase saw the formation of the Kolumbo Volcanic Chain in the Anhydros Basin and the formation of sill intrusions in the Christiana Basin, which we find below a chaotic, presumably pyroclastic unit. This was followed by a major regional event on Santorini, during which a thick transparent subunit was deposited in all surrounding basins. The most recent phase was dominated by the volcanoclastic deposits from Santorini’s eruptive cycles and the recent eruption of Kolumbo. Using estimates of sedimentation rates, we convert this chrono-stratigraphic scheme into an approximate timeline, which implies that the initiation of volcanism occurred during Late Pliocene to Early Quaternary - much earlier than revealed by onshore dating.
How to cite: Preine, J., Hübscher, C., Karstens, J., Nomikou, P., Druitt, T., and Papanikolaou, D.: Chronostratigraphic Analysis of the Evolution of the Christiana-Santorini-Kolumbo Volcanic Field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1702, https://doi.org/10.5194/egusphere-egu21-1702, 2021.
EGU21-250 | vPICO presentations | NH2.1
Identification and interpretation of seismic short-duration events inside the Kolumbo submarine volcano in the Southern AegeanFlorian Schmid, Jens Karstens, and Paraskevi Nomikou
Kolumbo represents one of the most hazardous, currently active, volcanoes in the eastern Mediterranean. Its last eruption in 1650 AD was associated with a vast explosion, causing a tsunami of regionally devastating impact. The eruption was also associated with the voluminous and rapid release of toxic gases asphyxiating humans and animals on the nearby Islands. Earthquake records from the recent decades document on-going unrest beneath the volcano. Remotely operated vehicle dives revealed several hydrothermal vent sites and bacterial mats at the crater floor, which are concentrated near the northern crater wall. The vents emit mainly CO2, leading to the accumulation of acidic waters in the crater. Accordingly, one of the main volcanic hazards associated with Kolumbo is that rapid overturning of water in the crater may release harmful amounts of toxic gases. Monitoring the hydrothermal processes inside the Kolumbo crater will provide an important contribution to the understanding and evaluation of this and other volcanic hazards.
In October 2019, we deployed an ocean bottom seismometer and hydrophone (OBS/H) inside the Kolumbo crater. During the four days of passive recording we identified about 100 so-called short duration seismic events, which were only present on the seismometer channels, while generally being absent on the hydrophone channels. The events have durations of less than one second with dominant frequencies between 5 to 30 Hz. Most of the events represent well-polarized seismic phases, which enables us to determine their azimuth angle (with a 180-degree bias) and angle of incidence at the OBS/H. We cross-correlated all polarized seismic waveforms and subsequently used the cross-correlation coefficients for a hierarchical cluster analysis to elaborate whether the events have a random origin or originated from a common origin. Our analysis revealed that the majority of events is associated with two clusters. The azimuth angles of all events in the largest cluster coincide with the azimuth angle between station and the field of hydrothermal vents and bacterial mats inside the crater. This coincidence suggests that the origin of the short duration events is associated with the sub-seafloor migration of fluids or the fluid discharge process at the crater floor. In fact, short-duration events of similar characteristics, recorded by OBS/H, were previously attributed to sub-seafloor fluid migration and the discharge of fluids at the seafloor. Our analyses indicate that seismic monitoring of submarine volcanoes should include the detection and analysis of short duration events, which may act as a novel tool in the characterization of volcanic unrests and volcanogenic geohazard monitoring in general.
How to cite: Schmid, F., Karstens, J., and Nomikou, P.: Identification and interpretation of seismic short-duration events inside the Kolumbo submarine volcano in the Southern Aegean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-250, https://doi.org/10.5194/egusphere-egu21-250, 2021.
Kolumbo represents one of the most hazardous, currently active, volcanoes in the eastern Mediterranean. Its last eruption in 1650 AD was associated with a vast explosion, causing a tsunami of regionally devastating impact. The eruption was also associated with the voluminous and rapid release of toxic gases asphyxiating humans and animals on the nearby Islands. Earthquake records from the recent decades document on-going unrest beneath the volcano. Remotely operated vehicle dives revealed several hydrothermal vent sites and bacterial mats at the crater floor, which are concentrated near the northern crater wall. The vents emit mainly CO2, leading to the accumulation of acidic waters in the crater. Accordingly, one of the main volcanic hazards associated with Kolumbo is that rapid overturning of water in the crater may release harmful amounts of toxic gases. Monitoring the hydrothermal processes inside the Kolumbo crater will provide an important contribution to the understanding and evaluation of this and other volcanic hazards.
In October 2019, we deployed an ocean bottom seismometer and hydrophone (OBS/H) inside the Kolumbo crater. During the four days of passive recording we identified about 100 so-called short duration seismic events, which were only present on the seismometer channels, while generally being absent on the hydrophone channels. The events have durations of less than one second with dominant frequencies between 5 to 30 Hz. Most of the events represent well-polarized seismic phases, which enables us to determine their azimuth angle (with a 180-degree bias) and angle of incidence at the OBS/H. We cross-correlated all polarized seismic waveforms and subsequently used the cross-correlation coefficients for a hierarchical cluster analysis to elaborate whether the events have a random origin or originated from a common origin. Our analysis revealed that the majority of events is associated with two clusters. The azimuth angles of all events in the largest cluster coincide with the azimuth angle between station and the field of hydrothermal vents and bacterial mats inside the crater. This coincidence suggests that the origin of the short duration events is associated with the sub-seafloor migration of fluids or the fluid discharge process at the crater floor. In fact, short-duration events of similar characteristics, recorded by OBS/H, were previously attributed to sub-seafloor fluid migration and the discharge of fluids at the seafloor. Our analyses indicate that seismic monitoring of submarine volcanoes should include the detection and analysis of short duration events, which may act as a novel tool in the characterization of volcanic unrests and volcanogenic geohazard monitoring in general.
How to cite: Schmid, F., Karstens, J., and Nomikou, P.: Identification and interpretation of seismic short-duration events inside the Kolumbo submarine volcano in the Southern Aegean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-250, https://doi.org/10.5194/egusphere-egu21-250, 2021.
EGU21-2096 | vPICO presentations | NH2.1
Origin and evolution of the lowermost lava successions at Santorini volcano (Greece): insights from major and trace element composition of rocks from the submarine caldera wallKatharina Pank, Thor H. Hansteen, Jörg Geldmacher, Dieter Garbe-Schönberg, Brian Jicha, Folkmar Hauff, and Kaj Hoernle
Santorini volcano in the central sector of the South Aegean volcanic arc is one of the most active and potentially dangerous magmatic systems in Europe having had twelve Plinian eruptions over the last 350 ka of which at least four eruptions were accompanied by caldera collapses. The well-known Late Bronze Age eruption (~3.6 kaA) for example is considered to rank as one of the largest eruptions since the Late Miocene.
The main focus of research thus far has been on the comparatively young and subaerial deposits, whereas older stages of volcanism have been poorly studied. Our study comprises samples from the submarine caldera flanks and gives new insights into the early evolutionary stages of Santorini volcano, contributing to a better understanding of its eruptive history and potential risks. The submarine lava successions were sampled along the inner caldera wall by a remotely operated vehicle (ROV) during R/V POSEIDON cruise 511 in 2017.
The investigated lavas can be divided into two magmatic series: a low-K basaltic series overlain by medium- to high-K series, including basaltic andesites, andesites and occasional dacites. First results of 40Ar/39Ar dating reveal ages of ~250 ka for the andesites. For the presumably older basalts, no reliable age data could be obtained.
Major and trace element compositions and mineral zoning patterns suggest that fractional crystallization was the dominant process controlling magma evolution. In addition, repeated magma mixing played an important role as indicated by characteristic zonation patterns within plagioclase and clinopyroxene ante- and phenocrysts. Comparison of the major and trace element compositions with published data from subaerial deposits show a strong similarity between our lavas and the ~528-308 kaA old deposits of Peristeria volcano, a composite stratocone in the north of the volcanic field and whose subaerial deposits are found on northern Thera onlyB. This similarity is also supported by the Sr-Nd-Pb isotopic compositions of our lavas. Our results indicate both an extended age range of Peristeria activity and a much wider geographic distribution of its lava flows than previously recognized.
A T. H. Druitt et al. (1999), Santorini Volcano, Geological Society of London Memoir
B T. H. Druitt et al. (2015): Field guide to Santorini Volcano
How to cite: Pank, K., Hansteen, T. H., Geldmacher, J., Garbe-Schönberg, D., Jicha, B., Hauff, F., and Hoernle, K.: Origin and evolution of the lowermost lava successions at Santorini volcano (Greece): insights from major and trace element composition of rocks from the submarine caldera wall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2096, https://doi.org/10.5194/egusphere-egu21-2096, 2021.
Santorini volcano in the central sector of the South Aegean volcanic arc is one of the most active and potentially dangerous magmatic systems in Europe having had twelve Plinian eruptions over the last 350 ka of which at least four eruptions were accompanied by caldera collapses. The well-known Late Bronze Age eruption (~3.6 kaA) for example is considered to rank as one of the largest eruptions since the Late Miocene.
The main focus of research thus far has been on the comparatively young and subaerial deposits, whereas older stages of volcanism have been poorly studied. Our study comprises samples from the submarine caldera flanks and gives new insights into the early evolutionary stages of Santorini volcano, contributing to a better understanding of its eruptive history and potential risks. The submarine lava successions were sampled along the inner caldera wall by a remotely operated vehicle (ROV) during R/V POSEIDON cruise 511 in 2017.
The investigated lavas can be divided into two magmatic series: a low-K basaltic series overlain by medium- to high-K series, including basaltic andesites, andesites and occasional dacites. First results of 40Ar/39Ar dating reveal ages of ~250 ka for the andesites. For the presumably older basalts, no reliable age data could be obtained.
Major and trace element compositions and mineral zoning patterns suggest that fractional crystallization was the dominant process controlling magma evolution. In addition, repeated magma mixing played an important role as indicated by characteristic zonation patterns within plagioclase and clinopyroxene ante- and phenocrysts. Comparison of the major and trace element compositions with published data from subaerial deposits show a strong similarity between our lavas and the ~528-308 kaA old deposits of Peristeria volcano, a composite stratocone in the north of the volcanic field and whose subaerial deposits are found on northern Thera onlyB. This similarity is also supported by the Sr-Nd-Pb isotopic compositions of our lavas. Our results indicate both an extended age range of Peristeria activity and a much wider geographic distribution of its lava flows than previously recognized.
A T. H. Druitt et al. (1999), Santorini Volcano, Geological Society of London Memoir
B T. H. Druitt et al. (2015): Field guide to Santorini Volcano
How to cite: Pank, K., Hansteen, T. H., Geldmacher, J., Garbe-Schönberg, D., Jicha, B., Hauff, F., and Hoernle, K.: Origin and evolution of the lowermost lava successions at Santorini volcano (Greece): insights from major and trace element composition of rocks from the submarine caldera wall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2096, https://doi.org/10.5194/egusphere-egu21-2096, 2021.
EGU21-167 | vPICO presentations | NH2.1
Forming an economic bentonite resource in a volcanic arc environment: Milos island, GreeceA. Jo Miles, Simon R. Tapster, Jonathan Naden, Simon J. Kemp, Dan N. Barfod, and Adrian J. Boyce
Volcanoes in island arcs can undergo edifice evolution that includes submarine and subaerial volcanism, providing a dynamic environment of magmatic heat and volatiles that drives hydrothermal fluid flow with potential inputs from sea and/or meteoric water. This, in turn, can generate significant hydrothermal alteration that can result in economic deposits of industrial minerals. One example includes bentonite, a smectitic rock composed dominantly of montmorillonite.
Economically viable bentonite deposits are typically only 0.5 – 5 meters thick and although Wyoming-type bentonites comprise 70% of the world’s known deposits, they are commonly no thicker than 8 m. The island of Milos is Europe’s largest and actively mined calcium bentonite resource from volcanic piles exceeding 80 m thickness. Here, we use the Milos island example to understand how magmatism, volcanic edifice evolution and hydrothermal activity interact. We integrate field relationships of volcanic stratigraphy and alteration zones, with clay mineralogy (XRD), stable (S, O and H) isotope analysis and high precision geochronology (CA-ID-TIMS zircon U-Pb, and alunite Ar-Ar) to elucidate the timescales, thermal drivers and fluid components that lead to the development of a globally important bentonite resource.
A vertical transect through bentonite-altered volcanic stratigraphy indicates multiple magmatic pulses ca. 2.8 Ma with a submarine andesitic cryptodome and accompanying pepperitic hyaloclastite. Cumulative volcanic and sub-volcanic processes occurred over ca. 170 kyrs, resulting in a vertically and laterally extensive volcanic pile overlain by an episode of magmatic quiescence and brackish-water diatomaceous sediments. It is overlain by a silicic pyroclastic flow host to pervasive silica-alunite-kaolinite alteration. Stable isotopic analyses of bentonite indicate a hydrothermal origin at around 70°C with the fluid being sourced from sea and meteoric waters. The timing of formation is defined by a maximum duration of ca. 170 kyrs, with clear geological evidence that a significant period of alteration occurred within < 20 kyrs at ~ 2.64 Ma. Alunite sulfur isotope compositions reflect steaming ground activity that could be interpreted as the oxidised, shallower level counterpart to a boiling geothermal system linked to development of extensive bentonite. However, the timing of alunite can be clearly resolved to > 1.5 myrs after bentonite formation to ~ 1.0 Ma, supporting a later overprint origin due to relatively recent steam heating of groundwater after emergence of the submarine system.
This study identifies key parameters that have resulted in the formation of an economic-scale bentonite resource on the emergent island of Milos. We conclude that the hydrology needed to form a bentonite deposit is not constrained to the marine environment and can be connected to emergent parts of the volcanic edifice. High precision geochronology indicates bentonite development happens on volcanic timescales (10 to 100 kyrs). A cumulative volcanic and sub-volcanic pile coeval with the formation of bentonite suggests multiple magmatic episodes over narrow timeframes provide and sustain the thermal driver for significant bentonite development. After emergence and development of a groundwater system, the subsequent steam heating is deleterious to grade and results in the development of alunite-kaolinite overburden.
How to cite: Miles, A. J., Tapster, S. R., Naden, J., Kemp, S. J., Barfod, D. N., and Boyce, A. J.: Forming an economic bentonite resource in a volcanic arc environment: Milos island, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-167, https://doi.org/10.5194/egusphere-egu21-167, 2021.
Volcanoes in island arcs can undergo edifice evolution that includes submarine and subaerial volcanism, providing a dynamic environment of magmatic heat and volatiles that drives hydrothermal fluid flow with potential inputs from sea and/or meteoric water. This, in turn, can generate significant hydrothermal alteration that can result in economic deposits of industrial minerals. One example includes bentonite, a smectitic rock composed dominantly of montmorillonite.
Economically viable bentonite deposits are typically only 0.5 – 5 meters thick and although Wyoming-type bentonites comprise 70% of the world’s known deposits, they are commonly no thicker than 8 m. The island of Milos is Europe’s largest and actively mined calcium bentonite resource from volcanic piles exceeding 80 m thickness. Here, we use the Milos island example to understand how magmatism, volcanic edifice evolution and hydrothermal activity interact. We integrate field relationships of volcanic stratigraphy and alteration zones, with clay mineralogy (XRD), stable (S, O and H) isotope analysis and high precision geochronology (CA-ID-TIMS zircon U-Pb, and alunite Ar-Ar) to elucidate the timescales, thermal drivers and fluid components that lead to the development of a globally important bentonite resource.
A vertical transect through bentonite-altered volcanic stratigraphy indicates multiple magmatic pulses ca. 2.8 Ma with a submarine andesitic cryptodome and accompanying pepperitic hyaloclastite. Cumulative volcanic and sub-volcanic processes occurred over ca. 170 kyrs, resulting in a vertically and laterally extensive volcanic pile overlain by an episode of magmatic quiescence and brackish-water diatomaceous sediments. It is overlain by a silicic pyroclastic flow host to pervasive silica-alunite-kaolinite alteration. Stable isotopic analyses of bentonite indicate a hydrothermal origin at around 70°C with the fluid being sourced from sea and meteoric waters. The timing of formation is defined by a maximum duration of ca. 170 kyrs, with clear geological evidence that a significant period of alteration occurred within < 20 kyrs at ~ 2.64 Ma. Alunite sulfur isotope compositions reflect steaming ground activity that could be interpreted as the oxidised, shallower level counterpart to a boiling geothermal system linked to development of extensive bentonite. However, the timing of alunite can be clearly resolved to > 1.5 myrs after bentonite formation to ~ 1.0 Ma, supporting a later overprint origin due to relatively recent steam heating of groundwater after emergence of the submarine system.
This study identifies key parameters that have resulted in the formation of an economic-scale bentonite resource on the emergent island of Milos. We conclude that the hydrology needed to form a bentonite deposit is not constrained to the marine environment and can be connected to emergent parts of the volcanic edifice. High precision geochronology indicates bentonite development happens on volcanic timescales (10 to 100 kyrs). A cumulative volcanic and sub-volcanic pile coeval with the formation of bentonite suggests multiple magmatic episodes over narrow timeframes provide and sustain the thermal driver for significant bentonite development. After emergence and development of a groundwater system, the subsequent steam heating is deleterious to grade and results in the development of alunite-kaolinite overburden.
How to cite: Miles, A. J., Tapster, S. R., Naden, J., Kemp, S. J., Barfod, D. N., and Boyce, A. J.: Forming an economic bentonite resource in a volcanic arc environment: Milos island, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-167, https://doi.org/10.5194/egusphere-egu21-167, 2021.
EGU21-4922 | vPICO presentations | NH2.1
Identifying the components of Milos island subvolcanic plumbing system (South Aegean Volcanic Arc, Greece): An amphibole perspectiveStamatios Xydous, Ioannis Baziotis, Michael Bizimis, Stephan Klemme, Jasper Berndt, and Paul D. Asimow
Over the last ~3 Ma, the volcanic complex of Milos Island has evolved from a shallow submarine into a subaerial edifice. It has erupted almost the entire range of calc-alkaline series compositions, but silicic units are volumetrically dominant (Fytikas et al., 1986; Stewart & McPhie, 2006). Although numerous studies have been published, data on the mineral record of the magmatic processes are absent. We examined amphiboles from 3 explosive and 4 effusive units, ranging from andesite to rhyolite, to gain insights into the structure and evolution of the plumbing system. Like many arc volcanoes worldwide, Milos products contain bimodal amphibole populations, often present within the same unit. Mg-hornblende (6.79-7.22 a.p.f.u. Si) forms macro-crysts (>600 μm; often partly decomposed) and crystal clots with plagioclase (An47-51), orthopyroxene (Wo1-2En61-62Fs37-38), and magnetite in the effusive units and phenocrysts (300-600 μm) in more evolved pumices. Mg-hastingsite occurs in effusive units as: (1) pristine micro-phenocrysts (<300 μm; 6.22-6.58 a.p.f.u. Si); (2) relics (6.22-6.46 a.p.f.u. Si) in the inner domains of pseudomorphs mostly replaced by coarse-grained orthopyroxene (Wo2En68Fs30) rimmed by clinopyroxene (Wo43En47Fs10), plagioclase (An47), and magnetite; and (3) framework-forming crystals in quenched enclaves; and (4) the only amphibole (6.29-6.59 a.p.f.u. Si) phenocrysts in andesitic scoria.
Temperature (T) and pressure (P) conditions were calculated by applying hornblende-plagioclase (Holland and Blundy, 1994) and amphibole composition (Ridolfi and Renzulli, 2012) thermo-barometers. Amphibole compositions and calculated P-T conditions are in good agreement with experimentally grown amphiboles. Mg-hornblende compositions and their petrographic context are consistent with cold storage (780±24°C) in a near-solidus, upper crustal (1.7-2.8 kbar) silicic mush. This scenario is further supported by the rhyolitic (74±3.6 wt.% SiO2) compositions of calculated melts in equilibrium with Mg-hornblende, in contrast with the less evolved bulk compositions of the host effusive units. Although the explosive eruptions likely originated from differentiated, crystal-poor melt pockets in the mush, the more common effusions of hybrid andesite-dacite magmas resulted from interaction between mafic recharge magma and the silicic mush. This interaction is preserved in the disequilibrium textures affecting both Mg-hornblendes and Mg-hastingsites, coupled with the growth of high-T (960-885°C) post-recharge Mg-hastingsite. Most of the recharge magmas in Milos are effectively dispersed, trapped, and hybridized in the upper crust, although in rare cases magmas from a deeper crustal storage region (T~960-885°C;P~3.8-5.1 kbar) erupted after limited interaction with the upper crustal storage system.
The mineral chemistry reveals that a large, shallow, silicic reservoir has been the dominant component of the Pliocene plumbing system beneath Milos. Magma inputs from deeper crustal sources are preserved in enclaves and volumetrically minor explosive products. The plumbing system of Milos shares similarities with other Aegean arc volcanoes, where magmas experience storage, differentiation, and assimilation in different crustal levels, like Methana (Popa et al., 2020).
Acknowledgements
The research work was supported by the Hellenic Foundation for Research and Innovation (HFRI) under the HFRI PhD Fellowship grant (Fellowship Number: 364).
References
Fytikas, M. et al. (1986). JVGR,28(3-4),297-317.
Holland, T., & Blundy, J. (1994).CTMP,116(4),433-447.
Popa, R.G. et al. (2020).JVGR, 106884.
Ridolfi, F., &Renzulli, A. (2012).CTMP,163(5),877-895.
Stewart, A.L., & McPhie, J. (2006).BulV,68(7-8),703-726.
How to cite: Xydous, S., Baziotis, I., Bizimis, M., Klemme, S., Berndt, J., and Asimow, P. D.: Identifying the components of Milos island subvolcanic plumbing system (South Aegean Volcanic Arc, Greece): An amphibole perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4922, https://doi.org/10.5194/egusphere-egu21-4922, 2021.
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Over the last ~3 Ma, the volcanic complex of Milos Island has evolved from a shallow submarine into a subaerial edifice. It has erupted almost the entire range of calc-alkaline series compositions, but silicic units are volumetrically dominant (Fytikas et al., 1986; Stewart & McPhie, 2006). Although numerous studies have been published, data on the mineral record of the magmatic processes are absent. We examined amphiboles from 3 explosive and 4 effusive units, ranging from andesite to rhyolite, to gain insights into the structure and evolution of the plumbing system. Like many arc volcanoes worldwide, Milos products contain bimodal amphibole populations, often present within the same unit. Mg-hornblende (6.79-7.22 a.p.f.u. Si) forms macro-crysts (>600 μm; often partly decomposed) and crystal clots with plagioclase (An47-51), orthopyroxene (Wo1-2En61-62Fs37-38), and magnetite in the effusive units and phenocrysts (300-600 μm) in more evolved pumices. Mg-hastingsite occurs in effusive units as: (1) pristine micro-phenocrysts (<300 μm; 6.22-6.58 a.p.f.u. Si); (2) relics (6.22-6.46 a.p.f.u. Si) in the inner domains of pseudomorphs mostly replaced by coarse-grained orthopyroxene (Wo2En68Fs30) rimmed by clinopyroxene (Wo43En47Fs10), plagioclase (An47), and magnetite; and (3) framework-forming crystals in quenched enclaves; and (4) the only amphibole (6.29-6.59 a.p.f.u. Si) phenocrysts in andesitic scoria.
Temperature (T) and pressure (P) conditions were calculated by applying hornblende-plagioclase (Holland and Blundy, 1994) and amphibole composition (Ridolfi and Renzulli, 2012) thermo-barometers. Amphibole compositions and calculated P-T conditions are in good agreement with experimentally grown amphiboles. Mg-hornblende compositions and their petrographic context are consistent with cold storage (780±24°C) in a near-solidus, upper crustal (1.7-2.8 kbar) silicic mush. This scenario is further supported by the rhyolitic (74±3.6 wt.% SiO2) compositions of calculated melts in equilibrium with Mg-hornblende, in contrast with the less evolved bulk compositions of the host effusive units. Although the explosive eruptions likely originated from differentiated, crystal-poor melt pockets in the mush, the more common effusions of hybrid andesite-dacite magmas resulted from interaction between mafic recharge magma and the silicic mush. This interaction is preserved in the disequilibrium textures affecting both Mg-hornblendes and Mg-hastingsites, coupled with the growth of high-T (960-885°C) post-recharge Mg-hastingsite. Most of the recharge magmas in Milos are effectively dispersed, trapped, and hybridized in the upper crust, although in rare cases magmas from a deeper crustal storage region (T~960-885°C;P~3.8-5.1 kbar) erupted after limited interaction with the upper crustal storage system.
The mineral chemistry reveals that a large, shallow, silicic reservoir has been the dominant component of the Pliocene plumbing system beneath Milos. Magma inputs from deeper crustal sources are preserved in enclaves and volumetrically minor explosive products. The plumbing system of Milos shares similarities with other Aegean arc volcanoes, where magmas experience storage, differentiation, and assimilation in different crustal levels, like Methana (Popa et al., 2020).
Acknowledgements
The research work was supported by the Hellenic Foundation for Research and Innovation (HFRI) under the HFRI PhD Fellowship grant (Fellowship Number: 364).
References
Fytikas, M. et al. (1986). JVGR,28(3-4),297-317.
Holland, T., & Blundy, J. (1994).CTMP,116(4),433-447.
Popa, R.G. et al. (2020).JVGR, 106884.
Ridolfi, F., &Renzulli, A. (2012).CTMP,163(5),877-895.
Stewart, A.L., & McPhie, J. (2006).BulV,68(7-8),703-726.
How to cite: Xydous, S., Baziotis, I., Bizimis, M., Klemme, S., Berndt, J., and Asimow, P. D.: Identifying the components of Milos island subvolcanic plumbing system (South Aegean Volcanic Arc, Greece): An amphibole perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4922, https://doi.org/10.5194/egusphere-egu21-4922, 2021.
EGU21-3277 | vPICO presentations | NH2.1 | Highlight
The medial offshore record of Plinian arc volcanism in the Eastern Aegean Sea: Implications for tephrostratigraphy, correlations, ages and volumesSteffen Kutterolf, Armin Freundt, Thor H. Hansteen, Rebecca Dettbarn, Fabian Hampel, Carina Sievers, Cathrin Wittig, Timothy Druitt, Paraskevi Nomikou, Jocelyn McPhie, Katharina Pank, Julie C. Schindlbeck-Belo, Kuo-Lung Wang, and Hao-Yang Lee
The Hellenic arc hosts several active volcanic centers, of which the Milos, Santorini-Kolumbo and Kos-Yali-Nisyros volcanic fields present particularly high threats due to recent unrest (2011-2012 and 1996-1997 at Santorini and Nisyros, respectively). These volcanic centers have repeatedly produced highly explosive eruptions (VEI 4 to 7) from ~360 ka into historic times. The marine tephra record provides information not only on the number of events, but also on their magnitudes and intensities inferred from tephra dispersal characteristics, and is thus essential to quantitatively assess future volcanic hazards and risks.
Here we complement earlier work on distal to ultra-distal east-Mediterranean sediment cores, which captured the largest eruptions. We present results from a grid of medial to distal sediment cores collected in 2017 during RV Poseidon cruise POS513 with core positions both comparatively close to and between the three volcanic fields, in order to record medium- to large-scale eruptions.
During this cruise, 47 gravity cores up to 7.4 m long, and 3 box cores of the uppermost 0.5 m sediment were recovered, which contain more than 220 primary ash layers. The compositions of glass shards from all layers were characterized by major (EMP) and trace-element (LA-ICPMS) analyses.
Geochemical fingerprinting supports correlations with 20 eruptions from all three volcanic fields as well as with the 39 ka Campanian ignimbrite eruption from the Campi Flegrei, Italy. Correlations with eleven eruptions from Santorini-Kolumbo (Kameni, Kolumbo 1650, Minoan, Cape Riva, Cape Tripiti, Upper Scoria 1 and 2, Middle Pumice, Cape Thera, Lower Pumice, Cape Therma 3) are established, and we newly identify two widespread tephras from eruptions on Milos (Lower and Upper Firiplaka). We have probably been able to solve some previous chronostratigraphic problems at Kos-Yali-Nisyros by correlating marine tephras with the Kos Plateau Tuff, and with the Yali 2 tephra, whereby we identify a second, less evolved facies produced by that eruption that has not yet been recognized on land. We also find tephras from four eruptions on Nisyros (Nisyros 1 to 4) including the previously established Lower (Nisyros 4) and Upper (Nisyros1) Nisyros Pumice eruptions.
These correlations also provide new age constraints for hitherto poorly or non-dated Aegean tephras based on sedimentation rates derived between multiple anchor points of dated terrestrial tephra ages. We deduce ages of ~22 ka and ~36 ka for Upper and Lower Firiplaka tephras from Milos (the latter overlying the Campanian ash) which are significantly younger than other eruption ages known from Milos, ~54 ka, ~62 ka, ~69 ka, and ~76 ka for the Nisyros 1 to 4 tephras, and ~52 ka for the Yali 1 tephra as well as a verified age of 33 ka for the Yali 2 tephra with its two contemporaneous facies.
These new tephrostratigraphic results help to improve quantifications of distribution and eruption characteristics for all these eruptions, and provide important pre-site survey data for the Santorini IODP proposal VolTecArc.
How to cite: Kutterolf, S., Freundt, A., Hansteen, T. H., Dettbarn, R., Hampel, F., Sievers, C., Wittig, C., Druitt, T., Nomikou, P., McPhie, J., Pank, K., Schindlbeck-Belo, J. C., Wang, K.-L., and Lee, H.-Y.: The medial offshore record of Plinian arc volcanism in the Eastern Aegean Sea: Implications for tephrostratigraphy, correlations, ages and volumes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3277, https://doi.org/10.5194/egusphere-egu21-3277, 2021.
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The Hellenic arc hosts several active volcanic centers, of which the Milos, Santorini-Kolumbo and Kos-Yali-Nisyros volcanic fields present particularly high threats due to recent unrest (2011-2012 and 1996-1997 at Santorini and Nisyros, respectively). These volcanic centers have repeatedly produced highly explosive eruptions (VEI 4 to 7) from ~360 ka into historic times. The marine tephra record provides information not only on the number of events, but also on their magnitudes and intensities inferred from tephra dispersal characteristics, and is thus essential to quantitatively assess future volcanic hazards and risks.
Here we complement earlier work on distal to ultra-distal east-Mediterranean sediment cores, which captured the largest eruptions. We present results from a grid of medial to distal sediment cores collected in 2017 during RV Poseidon cruise POS513 with core positions both comparatively close to and between the three volcanic fields, in order to record medium- to large-scale eruptions.
During this cruise, 47 gravity cores up to 7.4 m long, and 3 box cores of the uppermost 0.5 m sediment were recovered, which contain more than 220 primary ash layers. The compositions of glass shards from all layers were characterized by major (EMP) and trace-element (LA-ICPMS) analyses.
Geochemical fingerprinting supports correlations with 20 eruptions from all three volcanic fields as well as with the 39 ka Campanian ignimbrite eruption from the Campi Flegrei, Italy. Correlations with eleven eruptions from Santorini-Kolumbo (Kameni, Kolumbo 1650, Minoan, Cape Riva, Cape Tripiti, Upper Scoria 1 and 2, Middle Pumice, Cape Thera, Lower Pumice, Cape Therma 3) are established, and we newly identify two widespread tephras from eruptions on Milos (Lower and Upper Firiplaka). We have probably been able to solve some previous chronostratigraphic problems at Kos-Yali-Nisyros by correlating marine tephras with the Kos Plateau Tuff, and with the Yali 2 tephra, whereby we identify a second, less evolved facies produced by that eruption that has not yet been recognized on land. We also find tephras from four eruptions on Nisyros (Nisyros 1 to 4) including the previously established Lower (Nisyros 4) and Upper (Nisyros1) Nisyros Pumice eruptions.
These correlations also provide new age constraints for hitherto poorly or non-dated Aegean tephras based on sedimentation rates derived between multiple anchor points of dated terrestrial tephra ages. We deduce ages of ~22 ka and ~36 ka for Upper and Lower Firiplaka tephras from Milos (the latter overlying the Campanian ash) which are significantly younger than other eruption ages known from Milos, ~54 ka, ~62 ka, ~69 ka, and ~76 ka for the Nisyros 1 to 4 tephras, and ~52 ka for the Yali 1 tephra as well as a verified age of 33 ka for the Yali 2 tephra with its two contemporaneous facies.
These new tephrostratigraphic results help to improve quantifications of distribution and eruption characteristics for all these eruptions, and provide important pre-site survey data for the Santorini IODP proposal VolTecArc.
How to cite: Kutterolf, S., Freundt, A., Hansteen, T. H., Dettbarn, R., Hampel, F., Sievers, C., Wittig, C., Druitt, T., Nomikou, P., McPhie, J., Pank, K., Schindlbeck-Belo, J. C., Wang, K.-L., and Lee, H.-Y.: The medial offshore record of Plinian arc volcanism in the Eastern Aegean Sea: Implications for tephrostratigraphy, correlations, ages and volumes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3277, https://doi.org/10.5194/egusphere-egu21-3277, 2021.
EGU21-8422 | vPICO presentations | NH2.1
Gas emissions in volcanic islands: establishing an early warning network for gas hazard managementRoberto M. R. Di Martino, Sergio Gurrieri, Iole Serena Diliberto, Fabio Vita, Marco Camarda, Vincenzo Francofonte, Francesco Italiano, Manfredi Longo, and Antonio Paonita
The La Fossa volcano lies nearby the settled zone of the Island of Vulcano and its last eruption occurred in 1888-1890. Since then, the fumarolic-solfataric degassing accounted for both sulfur and carbon dioxide emissions at Vulcano Porto zone. Long exposure time to CO2-polluted air causes severe health injuries, including suffocation. Since volcanic emissions expose people at risk, several international agencies fixed safety threshold figures based on both the gas concentration and the time of exposure.
This study accounts for the results of the survey performed in the summer of 2020 inside some buildings in the settled zone of Vulcano Porto. The survey aimed at identifying four suitable sites for deployment of continuous surveying stations of both soil CO2 flux and air CO2 concentration. This investigation targeted the anomalous soil CO2 emissions at the Faraglione zone. A comparison between our results and previous studies shows the anomalous degassing zones at Vulcano have not changed their current position substantially. Several significant changes (i.e. independent from changes in atmospheric pressure and temperature) occurred instead in the emissions levels because of the volcanic gas addition. The indoor measurements aimed to verify the conditions where air CO2 concentration achieves values higher than the safety thresholds, as the results of soil CO2 flux.
The investigation targeted several types of environments including both outdoor and indoor sites, either accessed or not by people. The outdoor sites allowed the comparison with air CO2 levels of the indoor environments. An infrared spectrophotometer enabled the air CO2 measurements in the range of 0 - 10% vol. At least four measurements were performed at each site with 2 minutes sampling frequency. The results enabled evaluating the CO2 concentration patterns in a time window consistent with sporadic exposure in the selected sites.
The results show indoor air CO2 concentration > 1000 ppm vol in several selected sites. In a few specific sites, the air CO2 concentration achieved 6% vol after a few minutes of measurement, which is higher than the Immediately Dangerous to Life and Health exposure limit (IDLH = 4% vol). Both the soil CO2 emissions and air exchange, either normal or artificially induced, caused these air CO2 values.
This study shows that gas hazard mitigation includes several actions in the settled zones of Vulcano Porto. The soil CO2 flux and air CO2 concentration surveying are both useful actions for risk decrease. However, it is unrealistic to design a network able to identify the risk level above a site-specific threshold and take timely mitigation actions. Comprehensive risk management includes the awareness of the gas hazard among people who live, work or arrive at the island of Vulcano. At the same time, people’s training aims to promote self-reliance in hazard identification and address taking suitable actions against risk in specific cases.
How to cite: Di Martino, R. M. R., Gurrieri, S., Diliberto, I. S., Vita, F., Camarda, M., Francofonte, V., Italiano, F., Longo, M., and Paonita, A.: Gas emissions in volcanic islands: establishing an early warning network for gas hazard management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8422, https://doi.org/10.5194/egusphere-egu21-8422, 2021.
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The La Fossa volcano lies nearby the settled zone of the Island of Vulcano and its last eruption occurred in 1888-1890. Since then, the fumarolic-solfataric degassing accounted for both sulfur and carbon dioxide emissions at Vulcano Porto zone. Long exposure time to CO2-polluted air causes severe health injuries, including suffocation. Since volcanic emissions expose people at risk, several international agencies fixed safety threshold figures based on both the gas concentration and the time of exposure.
This study accounts for the results of the survey performed in the summer of 2020 inside some buildings in the settled zone of Vulcano Porto. The survey aimed at identifying four suitable sites for deployment of continuous surveying stations of both soil CO2 flux and air CO2 concentration. This investigation targeted the anomalous soil CO2 emissions at the Faraglione zone. A comparison between our results and previous studies shows the anomalous degassing zones at Vulcano have not changed their current position substantially. Several significant changes (i.e. independent from changes in atmospheric pressure and temperature) occurred instead in the emissions levels because of the volcanic gas addition. The indoor measurements aimed to verify the conditions where air CO2 concentration achieves values higher than the safety thresholds, as the results of soil CO2 flux.
The investigation targeted several types of environments including both outdoor and indoor sites, either accessed or not by people. The outdoor sites allowed the comparison with air CO2 levels of the indoor environments. An infrared spectrophotometer enabled the air CO2 measurements in the range of 0 - 10% vol. At least four measurements were performed at each site with 2 minutes sampling frequency. The results enabled evaluating the CO2 concentration patterns in a time window consistent with sporadic exposure in the selected sites.
The results show indoor air CO2 concentration > 1000 ppm vol in several selected sites. In a few specific sites, the air CO2 concentration achieved 6% vol after a few minutes of measurement, which is higher than the Immediately Dangerous to Life and Health exposure limit (IDLH = 4% vol). Both the soil CO2 emissions and air exchange, either normal or artificially induced, caused these air CO2 values.
This study shows that gas hazard mitigation includes several actions in the settled zones of Vulcano Porto. The soil CO2 flux and air CO2 concentration surveying are both useful actions for risk decrease. However, it is unrealistic to design a network able to identify the risk level above a site-specific threshold and take timely mitigation actions. Comprehensive risk management includes the awareness of the gas hazard among people who live, work or arrive at the island of Vulcano. At the same time, people’s training aims to promote self-reliance in hazard identification and address taking suitable actions against risk in specific cases.
How to cite: Di Martino, R. M. R., Gurrieri, S., Diliberto, I. S., Vita, F., Camarda, M., Francofonte, V., Italiano, F., Longo, M., and Paonita, A.: Gas emissions in volcanic islands: establishing an early warning network for gas hazard management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8422, https://doi.org/10.5194/egusphere-egu21-8422, 2021.
EGU21-13359 | vPICO presentations | NH2.1 | Highlight
The Rome gas blowout zone (Central Italy)Maria Luisa Carapezza, Luca Tarchini, Massimo Ranaldi, and Franco Barberi
Colli Albani is an alkali-potassic quiescent volcano of Central Italy that last erupted 36 ka ago. Several lahar generating water overflows have occurred from Albano crater lake, the most recent in Roman times (IV Century B.P.) and the resulting deposits form a surficial impermeable cover on its north-western flank. An important NW-SE trending volcano-tectonic fracture extends from the volcano to the periphery of Rome city. This is a leaky fracture allowing deep magmatic gas to rise toward the surface. In zones where the impervious cover has been removed by excavations, as Cava dei Selci, the gas is freely discharged into the atmosphere creating local hazardous conditions. Elsewhere, the gas dissolves and pressurizes the shallow aquifer confined underneath the impervious cover. Any time this aquifer is reached by a drilling, a dangerous gas blowout may be generated, i.e. a sudden emission of a jet of gas, nebulized water and fine loose fragments of volcanic rocks. Since 2003 four gas blowouts, from ~ 45–50 m deep drillings, have occurred at the boundary between Rome and Ciampino municipalities, a site designed as the Rome gas blowout zone. Dangerous atmospheric CO2 and H2S concentrations killed some animals and several families had to be evacuated because of hazardous gas concentration inside their houses. The emitted gas consists mostly of CO2 (>90 vol.%) and contains a low but significant quantity of H2S (0.3–0.5 vol.%); it has the highest helium isotopic R/Ra value (up to 1.90) of all Colli Albani natural gas discharges. This He isotopic value is similar or even slightly higher than in the fluid inclusions of phenocrysts of the Colli Albani volcanic rocks, suggesting a likely magmatic origin of the gas. Colli Albani volcano is characterized by anomalous uplift, release of magmatic gas and episodic seismic crises. The Rome gas blowouts represent a geochemical window to investigate deep volcanic processes. Should a volcanic unrest occur, gas hazard would increase in this densely inhabited zone, as the input of magmatic gas into the confined aquifer might create overpressure conditions leading to a harmful phreatic explosion, or increase the emission of hazardous gas through newly created fractures.
How to cite: Carapezza, M. L., Tarchini, L., Ranaldi, M., and Barberi, F.: The Rome gas blowout zone (Central Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13359, https://doi.org/10.5194/egusphere-egu21-13359, 2021.
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Colli Albani is an alkali-potassic quiescent volcano of Central Italy that last erupted 36 ka ago. Several lahar generating water overflows have occurred from Albano crater lake, the most recent in Roman times (IV Century B.P.) and the resulting deposits form a surficial impermeable cover on its north-western flank. An important NW-SE trending volcano-tectonic fracture extends from the volcano to the periphery of Rome city. This is a leaky fracture allowing deep magmatic gas to rise toward the surface. In zones where the impervious cover has been removed by excavations, as Cava dei Selci, the gas is freely discharged into the atmosphere creating local hazardous conditions. Elsewhere, the gas dissolves and pressurizes the shallow aquifer confined underneath the impervious cover. Any time this aquifer is reached by a drilling, a dangerous gas blowout may be generated, i.e. a sudden emission of a jet of gas, nebulized water and fine loose fragments of volcanic rocks. Since 2003 four gas blowouts, from ~ 45–50 m deep drillings, have occurred at the boundary between Rome and Ciampino municipalities, a site designed as the Rome gas blowout zone. Dangerous atmospheric CO2 and H2S concentrations killed some animals and several families had to be evacuated because of hazardous gas concentration inside their houses. The emitted gas consists mostly of CO2 (>90 vol.%) and contains a low but significant quantity of H2S (0.3–0.5 vol.%); it has the highest helium isotopic R/Ra value (up to 1.90) of all Colli Albani natural gas discharges. This He isotopic value is similar or even slightly higher than in the fluid inclusions of phenocrysts of the Colli Albani volcanic rocks, suggesting a likely magmatic origin of the gas. Colli Albani volcano is characterized by anomalous uplift, release of magmatic gas and episodic seismic crises. The Rome gas blowouts represent a geochemical window to investigate deep volcanic processes. Should a volcanic unrest occur, gas hazard would increase in this densely inhabited zone, as the input of magmatic gas into the confined aquifer might create overpressure conditions leading to a harmful phreatic explosion, or increase the emission of hazardous gas through newly created fractures.
How to cite: Carapezza, M. L., Tarchini, L., Ranaldi, M., and Barberi, F.: The Rome gas blowout zone (Central Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13359, https://doi.org/10.5194/egusphere-egu21-13359, 2021.
EGU21-10353 | vPICO presentations | NH2.1
The zircon proxy in tephrostratigraphy and magma evolution studies. Fingerprinting Miocene silicic pyroclastic rocks in the Pannonian Basin and its surroundins.Réka Lukács, Maurizio Petrelli, Marcell Guillong, Olivier Bachmann, László Fodor, and Szabolcs Harangi
We used combined trace element and U-Pb isotopic data of zircon from dacitic to rhyolitic pyroclastic rocks and Si-rich ash-bearing deposits to assess their tephrostratigraphic potential. Data were collected using LA-ICP-MS analyses, a rapid and cost-effective method, to obtain simultaneously trace element contents and U-Pb ages of a large number of zircon grains. The rationale in using zircon crystals for characterizing tephra deposits is that zircon is a resistant mineral phase and is usually a late crystallizing mineral in highly evolved magmas. Therefore, they are assumed to be in equilibrium with the erupted melt phase represented by the volcanic glass. Knowing the zircon/melt partition coefficients, equilibrium melt composition can be calculated even in cases when the volcanic glass in the pyroclastic material has undergone severe post-depositional alteration.
We studied Miocene silicic pyroclastic deposits in a broad area including the Pannonian Basin (eastern-central Europe) and its surroundings to characterize and correlate the explosive volcanic products. In regional scale, these deposits are usually assigned as important stratigraphic key horizons within sedimentary successions and thus, they help to understand better the chronostratigraphic framework and palaeoenvironmental changes having affected the highly-dynamic Mediterranean-Paratethys system.
The early to middle Miocene silicic pyroclastic deposits within the Pannonian basin are estimated to be more than 4000 km3 in volume within 4 Myr, suggesting an important ignimbrite flare-up event. At least 4 main eruption units were distinguished and characterized, each could have regional (>>100 km) effects. We demonstrate here the power of multivariate discriminant analyses as well as machine learning techniques in distinguishing the main eruptive units and their correlation with unclassified distal deposits based on zircon trace element data. The machine learning algorithms were trained using our zircon database with trace elements as input parameters. Both the discriminant analysis and the machine learning methods gave reliable results, i.e. distinguished the main 4 pyroclastic units and found the link of the distal deposits to them. As a result, we provide a robust zircon-based fingerprint that can be used as a proxy in tephrostratigraphy.
Zircon trace element compositions indicate distinct silicic magmas resided partly coeval in the upper crust. Using trace element content of zircon and glasses from the same samples of crystal-poor ignimbrites, we determined zircon/melt partition coefficients. The obtained values of the 4 main units are very similar and comparable with published data for silicic volcanic systems. This suggests that zircon/melt partition coefficients in calc-alkaline silicic systems are not significantly influenced by melt composition at >70 wt% SiO2. These findings let us use these zircon/melt partition coefficients to calculate the equilibrium melt compositions for the pyroclastic occurrences even in case when no glass data were available. The zircon proxy approach can be limited by the non-existence of zircon in the rocks and also by the fact that no systematic compositional difference is found between eruption products, although the latter problem similarly stands for glass chemistry-based tephrostratigraphic studies.
This study was supported by the NKFIH FK-131869 project.
How to cite: Lukács, R., Petrelli, M., Guillong, M., Bachmann, O., Fodor, L., and Harangi, S.: The zircon proxy in tephrostratigraphy and magma evolution studies. Fingerprinting Miocene silicic pyroclastic rocks in the Pannonian Basin and its surroundins., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10353, https://doi.org/10.5194/egusphere-egu21-10353, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
We used combined trace element and U-Pb isotopic data of zircon from dacitic to rhyolitic pyroclastic rocks and Si-rich ash-bearing deposits to assess their tephrostratigraphic potential. Data were collected using LA-ICP-MS analyses, a rapid and cost-effective method, to obtain simultaneously trace element contents and U-Pb ages of a large number of zircon grains. The rationale in using zircon crystals for characterizing tephra deposits is that zircon is a resistant mineral phase and is usually a late crystallizing mineral in highly evolved magmas. Therefore, they are assumed to be in equilibrium with the erupted melt phase represented by the volcanic glass. Knowing the zircon/melt partition coefficients, equilibrium melt composition can be calculated even in cases when the volcanic glass in the pyroclastic material has undergone severe post-depositional alteration.
We studied Miocene silicic pyroclastic deposits in a broad area including the Pannonian Basin (eastern-central Europe) and its surroundings to characterize and correlate the explosive volcanic products. In regional scale, these deposits are usually assigned as important stratigraphic key horizons within sedimentary successions and thus, they help to understand better the chronostratigraphic framework and palaeoenvironmental changes having affected the highly-dynamic Mediterranean-Paratethys system.
The early to middle Miocene silicic pyroclastic deposits within the Pannonian basin are estimated to be more than 4000 km3 in volume within 4 Myr, suggesting an important ignimbrite flare-up event. At least 4 main eruption units were distinguished and characterized, each could have regional (>>100 km) effects. We demonstrate here the power of multivariate discriminant analyses as well as machine learning techniques in distinguishing the main eruptive units and their correlation with unclassified distal deposits based on zircon trace element data. The machine learning algorithms were trained using our zircon database with trace elements as input parameters. Both the discriminant analysis and the machine learning methods gave reliable results, i.e. distinguished the main 4 pyroclastic units and found the link of the distal deposits to them. As a result, we provide a robust zircon-based fingerprint that can be used as a proxy in tephrostratigraphy.
Zircon trace element compositions indicate distinct silicic magmas resided partly coeval in the upper crust. Using trace element content of zircon and glasses from the same samples of crystal-poor ignimbrites, we determined zircon/melt partition coefficients. The obtained values of the 4 main units are very similar and comparable with published data for silicic volcanic systems. This suggests that zircon/melt partition coefficients in calc-alkaline silicic systems are not significantly influenced by melt composition at >70 wt% SiO2. These findings let us use these zircon/melt partition coefficients to calculate the equilibrium melt compositions for the pyroclastic occurrences even in case when no glass data were available. The zircon proxy approach can be limited by the non-existence of zircon in the rocks and also by the fact that no systematic compositional difference is found between eruption products, although the latter problem similarly stands for glass chemistry-based tephrostratigraphic studies.
This study was supported by the NKFIH FK-131869 project.
How to cite: Lukács, R., Petrelli, M., Guillong, M., Bachmann, O., Fodor, L., and Harangi, S.: The zircon proxy in tephrostratigraphy and magma evolution studies. Fingerprinting Miocene silicic pyroclastic rocks in the Pannonian Basin and its surroundins., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10353, https://doi.org/10.5194/egusphere-egu21-10353, 2021.
EGU21-7140 | vPICO presentations | NH2.1
Quaternary caldera-forming eruptions from north to south Sumatra (Indonesia)Francesca Forni, Jeffrey A. Oalmann, Giuditta Fellin, Steffen Eisele, Marcus Phua, Marcel Guillong, Hamdi Rifai, and Caroline Bouvet de Maisonneuve
Large volumes of silicic tuffs deposited during highly explosive eruptions associated with caldera-collapses are widespread on the island of Sumatra (Indonesia) from north to south. Among them, only the Toba tuffs have been studied in great detail, while others have so far received less attention.
This study is aimed at determining the age and characteristics of a number of these tuffs from northern Sumatra (Sinkgut and Hopong-Sipirok), central Sumatra (Maninjau and Kerinci-Lempur) and southern Sumatra (Pasomah, Ranau and Lampong), in order to reconstruct the distribution and frequency of caldera-forming eruptions in the region. Furthermore, since most of the information about the volcanic activity in Sumatra comes from marine tephra layers with unknown sources, linking the temporal and compositional information to the terrestrial sources contributes a foundation for tephrostratigraphic correlations in south-east Asia.
We performed textural and geochemical analyses to characterize the crystallinity and major and trace element compositions of bulk-rock, matrix glasses and mineral phases from the studied ignimbrites and derive information about the pre-eruptive conditions. We used a variety of geochronological methods (including U/Th, U/Pb and U/Th-He zircon dating together with 14C and 40Ar/39Ar) and statistical analyses to estimate the eruption ages and magma residence times. Multiple dating methods were often applied to the same deposits thus allowing comparison between independent age results.
Our research indicates that between ~1200 and 30 ka the region experienced at least 10 caldera-forming eruptions, in addition to 4 from Toba (between ~1.2 Ma and 74 ka) and 1 from Masurai (~33 ka): 3 from northern Sumatra at ~44 ka (Singkut), ~400 ka and ~580 ka (Hopong-Sipirok), 5 from central Sumatra at ~51 ka (Maninajau), ~150, 210, and 220 ka (Kerinci-Lempur) and 3 from southern Sumatra at ~35 ka (Ranau), ~480 ka (Pasomah), and ~1200 ka (Lampong). Each of these eruptions involved tens to hundreds of km3 of rhyolitic magmas (VEI>6) and produced calderas with diameters between ~5 and 30 km. Geothermobarometers and hygrometers indicate that prior to eruption, magmas were stored in the upper crust in similar conditions but the geochemical signatures (in particular the K2O content), mineral assemblages and mineral chemistry define clear differences between the northern, central and southern sectors of the Sumatran volcanic arc, presumably linked to the regional geodynamics and structural setting.
This study allows to redefine the number of caldera-forming eruptions in Sumatra from 7 (previously dated) to 15 over the last 1.2 Ma. A similar frequency of VEI>6 eruptions during the Quaternary is reported for the Japan arc [1]. However, a significant number of eruptions, potentially better preserved in the marine record, might still be missing from our reconstruction.
[1] Schindlbeck, J. C. et al. One Million Years Tephra Record at IODP Sites U1436 and U1437: Insights into explosive volcanism from the Japan and Izu arcs. Isl. Arc. https://doi.org/10.1111/iar.12244 (2018).
How to cite: Forni, F., Oalmann, J. A., Fellin, G., Eisele, S., Phua, M., Guillong, M., Rifai, H., and Bouvet de Maisonneuve, C.: Quaternary caldera-forming eruptions from north to south Sumatra (Indonesia), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7140, https://doi.org/10.5194/egusphere-egu21-7140, 2021.
Large volumes of silicic tuffs deposited during highly explosive eruptions associated with caldera-collapses are widespread on the island of Sumatra (Indonesia) from north to south. Among them, only the Toba tuffs have been studied in great detail, while others have so far received less attention.
This study is aimed at determining the age and characteristics of a number of these tuffs from northern Sumatra (Sinkgut and Hopong-Sipirok), central Sumatra (Maninjau and Kerinci-Lempur) and southern Sumatra (Pasomah, Ranau and Lampong), in order to reconstruct the distribution and frequency of caldera-forming eruptions in the region. Furthermore, since most of the information about the volcanic activity in Sumatra comes from marine tephra layers with unknown sources, linking the temporal and compositional information to the terrestrial sources contributes a foundation for tephrostratigraphic correlations in south-east Asia.
We performed textural and geochemical analyses to characterize the crystallinity and major and trace element compositions of bulk-rock, matrix glasses and mineral phases from the studied ignimbrites and derive information about the pre-eruptive conditions. We used a variety of geochronological methods (including U/Th, U/Pb and U/Th-He zircon dating together with 14C and 40Ar/39Ar) and statistical analyses to estimate the eruption ages and magma residence times. Multiple dating methods were often applied to the same deposits thus allowing comparison between independent age results.
Our research indicates that between ~1200 and 30 ka the region experienced at least 10 caldera-forming eruptions, in addition to 4 from Toba (between ~1.2 Ma and 74 ka) and 1 from Masurai (~33 ka): 3 from northern Sumatra at ~44 ka (Singkut), ~400 ka and ~580 ka (Hopong-Sipirok), 5 from central Sumatra at ~51 ka (Maninajau), ~150, 210, and 220 ka (Kerinci-Lempur) and 3 from southern Sumatra at ~35 ka (Ranau), ~480 ka (Pasomah), and ~1200 ka (Lampong). Each of these eruptions involved tens to hundreds of km3 of rhyolitic magmas (VEI>6) and produced calderas with diameters between ~5 and 30 km. Geothermobarometers and hygrometers indicate that prior to eruption, magmas were stored in the upper crust in similar conditions but the geochemical signatures (in particular the K2O content), mineral assemblages and mineral chemistry define clear differences between the northern, central and southern sectors of the Sumatran volcanic arc, presumably linked to the regional geodynamics and structural setting.
This study allows to redefine the number of caldera-forming eruptions in Sumatra from 7 (previously dated) to 15 over the last 1.2 Ma. A similar frequency of VEI>6 eruptions during the Quaternary is reported for the Japan arc [1]. However, a significant number of eruptions, potentially better preserved in the marine record, might still be missing from our reconstruction.
[1] Schindlbeck, J. C. et al. One Million Years Tephra Record at IODP Sites U1436 and U1437: Insights into explosive volcanism from the Japan and Izu arcs. Isl. Arc. https://doi.org/10.1111/iar.12244 (2018).
How to cite: Forni, F., Oalmann, J. A., Fellin, G., Eisele, S., Phua, M., Guillong, M., Rifai, H., and Bouvet de Maisonneuve, C.: Quaternary caldera-forming eruptions from north to south Sumatra (Indonesia), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7140, https://doi.org/10.5194/egusphere-egu21-7140, 2021.
EGU21-9187 | vPICO presentations | NH2.1 | Highlight
Tephra in the Greenland Ice cores: Insights into Icelandic volcano-climate impactsImogen Gabriel, Gill Plunkett, Peter Abbott, Bergrún Óladóttir, Joseph McConnell, Maria Hörhold, and Michael Sigl
Volcanic eruptions are considered as one of the primary natural drivers for changes in the global climate system and understanding the impact of past eruptions on the climate is integral to adopt appropriate responses towards future volcanic eruptions.
The Greenland ice core records are dominated by Icelandic eruptions, with several volcanic systems (Katla, Hekla, Bárðarbunga-Veiðivötn and Grimsvötn) being highly active throughout the Holocene. A notable period of increased Icelandic volcanic activity occurred between 500-1250 AD and coincided with climatic changes in the North Atlantic region which may have facilitated the Viking settlement of Greenland and Iceland. However, a number of these volcanic events are poorly constrained (duration and magnitude). Consequently, the Greenland ice cores offer the opportunity to reliably reconstruct past Icelandic volcanism (duration, magnitude and frequency) due to their high-resolution, the proximity of Iceland to Greenland and subsequent increased likelihood of volcanic fallout deposits (tephra particles and sulphur aerosols) being preserved. However, both the high frequency of eruptions between 500-1250 AD and the geochemical similarity of Iceland’s volcanic centres present challenges in making the required robust geochemical correlations between the source volcano and the ice core records and ultimately reliably assessing the climatic-societal impacts of these eruptions.
To address this, we use two Greenland ice core records (TUNU2013 and B19) and undertake geochemical analysis on tephra from the volcanic events in the selected time window which have been detected and sampled using novel techniques (insoluble particle peaks and sulphur acidity peaks). Further geochemical analysis of proximal material enables robust correlations to be made between the events in the ice core records and their volcanic centres. The high-resolution of these polar archives provides a precise age for the event and when utilised alongside other proxies (i.e. sulphur aerosols), both the duration and magnitude of these eruptions can be constrained, and the climatic-societal impacts of these eruptions reliably assessed.
How to cite: Gabriel, I., Plunkett, G., Abbott, P., Óladóttir, B., McConnell, J., Hörhold, M., and Sigl, M.: Tephra in the Greenland Ice cores: Insights into Icelandic volcano-climate impacts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9187, https://doi.org/10.5194/egusphere-egu21-9187, 2021.
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Volcanic eruptions are considered as one of the primary natural drivers for changes in the global climate system and understanding the impact of past eruptions on the climate is integral to adopt appropriate responses towards future volcanic eruptions.
The Greenland ice core records are dominated by Icelandic eruptions, with several volcanic systems (Katla, Hekla, Bárðarbunga-Veiðivötn and Grimsvötn) being highly active throughout the Holocene. A notable period of increased Icelandic volcanic activity occurred between 500-1250 AD and coincided with climatic changes in the North Atlantic region which may have facilitated the Viking settlement of Greenland and Iceland. However, a number of these volcanic events are poorly constrained (duration and magnitude). Consequently, the Greenland ice cores offer the opportunity to reliably reconstruct past Icelandic volcanism (duration, magnitude and frequency) due to their high-resolution, the proximity of Iceland to Greenland and subsequent increased likelihood of volcanic fallout deposits (tephra particles and sulphur aerosols) being preserved. However, both the high frequency of eruptions between 500-1250 AD and the geochemical similarity of Iceland’s volcanic centres present challenges in making the required robust geochemical correlations between the source volcano and the ice core records and ultimately reliably assessing the climatic-societal impacts of these eruptions.
To address this, we use two Greenland ice core records (TUNU2013 and B19) and undertake geochemical analysis on tephra from the volcanic events in the selected time window which have been detected and sampled using novel techniques (insoluble particle peaks and sulphur acidity peaks). Further geochemical analysis of proximal material enables robust correlations to be made between the events in the ice core records and their volcanic centres. The high-resolution of these polar archives provides a precise age for the event and when utilised alongside other proxies (i.e. sulphur aerosols), both the duration and magnitude of these eruptions can be constrained, and the climatic-societal impacts of these eruptions reliably assessed.
How to cite: Gabriel, I., Plunkett, G., Abbott, P., Óladóttir, B., McConnell, J., Hörhold, M., and Sigl, M.: Tephra in the Greenland Ice cores: Insights into Icelandic volcano-climate impacts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9187, https://doi.org/10.5194/egusphere-egu21-9187, 2021.
EGU21-13966 | vPICO presentations | NH2.1
Eruptive frequency of the Bora-Baricha-Tullu Moye (BBTM) volcanic system in the Central Main Ethiopian RiftAmdemichael Zafu Tadesse, Karen Fontijn, Abate Assen Melaku, Ermias Filfilu Gebru, Victoria Smith, Emma Tomlinson, Dan Barfod, Phillip Gopon, Dereje Ayalew, Gezahegn Yirgu, and Snorri Gudbrandson
The Main Ethiopian Rift (MER) is the northern portion of the East African Rift System and separates the Eastern and Western plateaus of Ethiopia. The recent volcanic and tectonic activity is largely focused within the rift basin along a 20 km wide zone on the rift floor. Large silicic volcanic complexes are aligned along this central rift axis but their eruptive histories are not well constrained.
The Bora-Baricha-Tullu Moye (BBTM) volcanic field is situated in the central Main Ethiopian Rift and has a different appearance than the other MER volcanic systems. The BBTM constitutes several late Quaternary edifices, the major ones are: Tullu Moye, Bora and Baricha. In addition, there are multiple smaller eruptive vents (e.g. Oda and Dima), cones, and domes across the ca. 20 X 20 km wide area. Currently, there is very little information on the frequency and magnitude of past volcanic eruptions. We present a new dataset of field observations, componentry, petrography, geochronology (40Ar/39Ar), and glass major and trace element chemistry. The data are assessed as potential fingerprints to assign diagnostic features and correlate units across the area, and establish a tephrostratigraphic framework for the BBTM volcanic field.
Two large-volume and presumably caldera-forming eruptions are identified, the younger of which took place at 100 ka. The volcanic products exposed in the BBTM area show that the volcanic field has undergone at least 20 explosive eruptions since then. The post-caldera eruptions have comenditic (Tullu Moye) and pantelleretic (Bora and Baricha) magma compositions. Other smaller edifices such as Oda and Dima also erupted pantelleritic magmas, and only differ slightly in composition than tephra of Bora and Baricha. Tullu Moye had two distinct explosive eruptions that dispersed tephra up to 14 km away and on to the eastern plateau. Bora and Baricha together had at least 8 explosive eruptions. Their deposits can be distinguished by their light grey color and unique lithic components. Oda had 7 eruptions, the most recent of which generated a pyroclastic density current that travelled up to 10 km away from the vent. Dima experienced at least 3 eruptions, generating tephra with a bluish-grey colour.
This mapping and compositional analysis of the deposits from the BBTM in the MER indicates that the region has been more active in the last 100 ka than previously thought, which has implications for hazards assessments for the region.
How to cite: Tadesse, A. Z., Fontijn, K., Melaku, A. A., Gebru, E. F., Smith, V., Tomlinson, E., Barfod, D., Gopon, P., Ayalew, D., Yirgu, G., and Gudbrandson, S.: Eruptive frequency of the Bora-Baricha-Tullu Moye (BBTM) volcanic system in the Central Main Ethiopian Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13966, https://doi.org/10.5194/egusphere-egu21-13966, 2021.
The Main Ethiopian Rift (MER) is the northern portion of the East African Rift System and separates the Eastern and Western plateaus of Ethiopia. The recent volcanic and tectonic activity is largely focused within the rift basin along a 20 km wide zone on the rift floor. Large silicic volcanic complexes are aligned along this central rift axis but their eruptive histories are not well constrained.
The Bora-Baricha-Tullu Moye (BBTM) volcanic field is situated in the central Main Ethiopian Rift and has a different appearance than the other MER volcanic systems. The BBTM constitutes several late Quaternary edifices, the major ones are: Tullu Moye, Bora and Baricha. In addition, there are multiple smaller eruptive vents (e.g. Oda and Dima), cones, and domes across the ca. 20 X 20 km wide area. Currently, there is very little information on the frequency and magnitude of past volcanic eruptions. We present a new dataset of field observations, componentry, petrography, geochronology (40Ar/39Ar), and glass major and trace element chemistry. The data are assessed as potential fingerprints to assign diagnostic features and correlate units across the area, and establish a tephrostratigraphic framework for the BBTM volcanic field.
Two large-volume and presumably caldera-forming eruptions are identified, the younger of which took place at 100 ka. The volcanic products exposed in the BBTM area show that the volcanic field has undergone at least 20 explosive eruptions since then. The post-caldera eruptions have comenditic (Tullu Moye) and pantelleretic (Bora and Baricha) magma compositions. Other smaller edifices such as Oda and Dima also erupted pantelleritic magmas, and only differ slightly in composition than tephra of Bora and Baricha. Tullu Moye had two distinct explosive eruptions that dispersed tephra up to 14 km away and on to the eastern plateau. Bora and Baricha together had at least 8 explosive eruptions. Their deposits can be distinguished by their light grey color and unique lithic components. Oda had 7 eruptions, the most recent of which generated a pyroclastic density current that travelled up to 10 km away from the vent. Dima experienced at least 3 eruptions, generating tephra with a bluish-grey colour.
This mapping and compositional analysis of the deposits from the BBTM in the MER indicates that the region has been more active in the last 100 ka than previously thought, which has implications for hazards assessments for the region.
How to cite: Tadesse, A. Z., Fontijn, K., Melaku, A. A., Gebru, E. F., Smith, V., Tomlinson, E., Barfod, D., Gopon, P., Ayalew, D., Yirgu, G., and Gudbrandson, S.: Eruptive frequency of the Bora-Baricha-Tullu Moye (BBTM) volcanic system in the Central Main Ethiopian Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13966, https://doi.org/10.5194/egusphere-egu21-13966, 2021.
EGU21-209 | vPICO presentations | NH2.1
Variable preservation of tephra from the 1991 eruption of Volcán Hudson in small lakes: implications for reconstructing past eruption parametersRichard Streeter, Nick Cutler, and Ian Lawson
Volcanic ash (tephra) deposits are used to reconstruct past eruption parameters. The ways in which tephra deposits are modified between deposition and their long-term preservation in the stratigraphic archive are poorly understood. In particular, we don’t know if tephra layers preserved in lake sediments from small lakes accurately reflect the initial tephra fallout. We address this by re-surveying tephra deposits from the 1991 eruption of Volcán Hudson, Chile. We measured tephra thickness, mass-loading and grain-size distribution of tephra from multiple cores in six small (<0.2 km2) lakes at locations 76-110 km from the volcano and in areas of contrasting land cover and climate. We also measured tephra preservation in terrestrial sites within each lake catchment. These data were compared with measurements taken shortly (days to weeks) after the eruption to determine how the tephra deposits have changed in the 29 years since the eruption. Preservation is variable within and between lakes, and also varies with the vegetation cover at terrestrial sites adjacent to the lakes. Tephra thicknesses are broadly comparable to the original fallout, but the degree of similarity varied notably and is sensitive to preservation environment. These findings have implications for reconstructing eruption parameters from tephra deposits in small lakes, and where the fallout area crosses large environmental gradients and contrasting vegetation regimes.
How to cite: Streeter, R., Cutler, N., and Lawson, I.: Variable preservation of tephra from the 1991 eruption of Volcán Hudson in small lakes: implications for reconstructing past eruption parameters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-209, https://doi.org/10.5194/egusphere-egu21-209, 2021.
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Volcanic ash (tephra) deposits are used to reconstruct past eruption parameters. The ways in which tephra deposits are modified between deposition and their long-term preservation in the stratigraphic archive are poorly understood. In particular, we don’t know if tephra layers preserved in lake sediments from small lakes accurately reflect the initial tephra fallout. We address this by re-surveying tephra deposits from the 1991 eruption of Volcán Hudson, Chile. We measured tephra thickness, mass-loading and grain-size distribution of tephra from multiple cores in six small (<0.2 km2) lakes at locations 76-110 km from the volcano and in areas of contrasting land cover and climate. We also measured tephra preservation in terrestrial sites within each lake catchment. These data were compared with measurements taken shortly (days to weeks) after the eruption to determine how the tephra deposits have changed in the 29 years since the eruption. Preservation is variable within and between lakes, and also varies with the vegetation cover at terrestrial sites adjacent to the lakes. Tephra thicknesses are broadly comparable to the original fallout, but the degree of similarity varied notably and is sensitive to preservation environment. These findings have implications for reconstructing eruption parameters from tephra deposits in small lakes, and where the fallout area crosses large environmental gradients and contrasting vegetation regimes.
How to cite: Streeter, R., Cutler, N., and Lawson, I.: Variable preservation of tephra from the 1991 eruption of Volcán Hudson in small lakes: implications for reconstructing past eruption parameters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-209, https://doi.org/10.5194/egusphere-egu21-209, 2021.
EGU21-16327 | vPICO presentations | NH2.1
Timing and distribution of the Los Chocoyos supereruption from Atitlán caldera (Guatemala) by zircon 238U-230Th and (U-Th)/He double-datingAlejandro Cisneros de Leon, Julie Christin Schindlbeck-Belo, Steffen Kutterolf, Martin Danišík, Axel Karl Schmitt, Armin Freundt, Wendy Pérez, Janet Harvey, Kuo-Lung Wang, and Hao-Yang Lee
The climactic Los Chocoyos (LCY) rhyolitic eruption from Atitlán caldera (Guatemala) is a key chronostratigraphic marker for the Late Quaternary period that has been widely used for relative dating of paleoenvironmental, paleoclimate, and volcanic events throughout Central America and adjacent marine basins in the Pacific Ocean, the Caribbean Sea, and the Gulf of Mexico. Despite LCY tephra being an important marker horizon, a radioisotopic age for this eruption has remained elusive. LCY tephra has been dated at ca. 84 ka BP based on its occurrence in marine sediments with model δ18O ages, but this inferred age has not been independently confirmed through radioisotopic methods. This is due to the inherent limitations of radiocarbon dating (which is practically limited to ˂50 ka) and a lack of suitable materials for 40Ar/39Ar analysis in LCY tephra. To overcome this limitation, we applied 238U-230Th and (U-Th)/He zircon double-dating (ZDD). Due to zircon being alteration-resistant this method establishes absolute chronologies for and correlations between silicic tephra deposits, which are unaffected by glass alteration or complex compositional signatures within a single eruption. 238U-230Th zircon crystallization rim ages were obtained from LCY proximal tephras (~17 km from Atitlán caldera) including sub-units that may bear distinct glass compositions (e.g., fallout, ignimbrite, surge) as well as ultra-distal fallout tephra samples (~300 km from source) collected from drill cores at Petén Itzá Lake (ICDP) and the Pacific Ocean (IODP). All samples yielded zircon with statistically indistinguishable 238U-230Th zircon rim age spectra. These reveal continuous zircon crystallization from ca. 160 ka to ca. 74 ka, with peaks in zircon crystallization between 90-100 ka. ZDD eruption ages from two LCY fallout and one ignimbrite deposit are indistinguishable with error-weighted averages of 75.1 ± 3.2 ka (1σ; n = 16; MSWD = 4.1), 76.0 ± 2.5 ka (n = 16; MSWD = 2.5), and 72.8 ± 3.5 ka (n = 16; MSWD = 3.7). Considering all individual zircon results as a single population, a weighted average ZDD age of 74.8 ± 1.7 (1σ; n = 48; MSWD = 3.3) is obtained and considered as the best estimate for LCY eruption age. GIS-based reassessment of LCY eruptive volume uses thickness information from new 113 outcrops including 6–10 m thick pyroclastic density currents in Chiapas, Mexico (>130 km from the source) and suggests a minimum estimate volume of ~1200 km3, confirming the LCY eruption as the first‐ever recognized supereruption in Central America. The new ZDD age of 74.8 ± 1.7 ka for the LCY eruption is significantly younger than the commonly cited O-isotope stratigraphic age of 84 ± 5 ka. This age is close to the voluminous (2,800-5,600 km3) Young Toba Tuff (YTT) supereruption at ca. 73.8 ± 0.3 ka from Toba Caldera, Indonesia. Both YTT and LCY eruptions have been previously linked to prominent Quaternary climate excursions. Based on the new LCY eruption age, climate-forcing effects that are usually attributed to YTT may in fact be exacerbated by another supereruption occurring within a short time window of the YTT event.
How to cite: Cisneros de Leon, A., Schindlbeck-Belo, J. C., Kutterolf, S., Danišík, M., Schmitt, A. K., Freundt, A., Pérez, W., Harvey, J., Wang, K.-L., and Lee, H.-Y.: Timing and distribution of the Los Chocoyos supereruption from Atitlán caldera (Guatemala) by zircon 238U-230Th and (U-Th)/He double-dating, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16327, https://doi.org/10.5194/egusphere-egu21-16327, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The climactic Los Chocoyos (LCY) rhyolitic eruption from Atitlán caldera (Guatemala) is a key chronostratigraphic marker for the Late Quaternary period that has been widely used for relative dating of paleoenvironmental, paleoclimate, and volcanic events throughout Central America and adjacent marine basins in the Pacific Ocean, the Caribbean Sea, and the Gulf of Mexico. Despite LCY tephra being an important marker horizon, a radioisotopic age for this eruption has remained elusive. LCY tephra has been dated at ca. 84 ka BP based on its occurrence in marine sediments with model δ18O ages, but this inferred age has not been independently confirmed through radioisotopic methods. This is due to the inherent limitations of radiocarbon dating (which is practically limited to ˂50 ka) and a lack of suitable materials for 40Ar/39Ar analysis in LCY tephra. To overcome this limitation, we applied 238U-230Th and (U-Th)/He zircon double-dating (ZDD). Due to zircon being alteration-resistant this method establishes absolute chronologies for and correlations between silicic tephra deposits, which are unaffected by glass alteration or complex compositional signatures within a single eruption. 238U-230Th zircon crystallization rim ages were obtained from LCY proximal tephras (~17 km from Atitlán caldera) including sub-units that may bear distinct glass compositions (e.g., fallout, ignimbrite, surge) as well as ultra-distal fallout tephra samples (~300 km from source) collected from drill cores at Petén Itzá Lake (ICDP) and the Pacific Ocean (IODP). All samples yielded zircon with statistically indistinguishable 238U-230Th zircon rim age spectra. These reveal continuous zircon crystallization from ca. 160 ka to ca. 74 ka, with peaks in zircon crystallization between 90-100 ka. ZDD eruption ages from two LCY fallout and one ignimbrite deposit are indistinguishable with error-weighted averages of 75.1 ± 3.2 ka (1σ; n = 16; MSWD = 4.1), 76.0 ± 2.5 ka (n = 16; MSWD = 2.5), and 72.8 ± 3.5 ka (n = 16; MSWD = 3.7). Considering all individual zircon results as a single population, a weighted average ZDD age of 74.8 ± 1.7 (1σ; n = 48; MSWD = 3.3) is obtained and considered as the best estimate for LCY eruption age. GIS-based reassessment of LCY eruptive volume uses thickness information from new 113 outcrops including 6–10 m thick pyroclastic density currents in Chiapas, Mexico (>130 km from the source) and suggests a minimum estimate volume of ~1200 km3, confirming the LCY eruption as the first‐ever recognized supereruption in Central America. The new ZDD age of 74.8 ± 1.7 ka for the LCY eruption is significantly younger than the commonly cited O-isotope stratigraphic age of 84 ± 5 ka. This age is close to the voluminous (2,800-5,600 km3) Young Toba Tuff (YTT) supereruption at ca. 73.8 ± 0.3 ka from Toba Caldera, Indonesia. Both YTT and LCY eruptions have been previously linked to prominent Quaternary climate excursions. Based on the new LCY eruption age, climate-forcing effects that are usually attributed to YTT may in fact be exacerbated by another supereruption occurring within a short time window of the YTT event.
How to cite: Cisneros de Leon, A., Schindlbeck-Belo, J. C., Kutterolf, S., Danišík, M., Schmitt, A. K., Freundt, A., Pérez, W., Harvey, J., Wang, K.-L., and Lee, H.-Y.: Timing and distribution of the Los Chocoyos supereruption from Atitlán caldera (Guatemala) by zircon 238U-230Th and (U-Th)/He double-dating, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16327, https://doi.org/10.5194/egusphere-egu21-16327, 2021.
NH3.1 – Space and time forecasting of landslides
EGU21-8579 | vPICO presentations | NH3.1
Modeling Large Deformation Slope Failure Using The Smoothed Particle Hydrodynamics (SPH) MethodBunyamin Andreatama, Widjojo Adi Prakoso, Erly Bahsan, R.R. Dwinanti Rika Marthanty, and Jessica Sjah
The slope stability analyses using limit equilibrium method (LEM) and finite element method (FEM) are mostly concerned about the factor of safety (FS) value of the slope. LEM cannot predict the soil behaviour after failure, while FEM can only be used to measure the material deformation before failure. Currently the Smoothed Particle Hydrodynamics (SPH) method has begun to be used as an alternative to overcome excess distortion of the mesh in FEM analysis due to post-failure large deformations in slope stability analysis. In this study, the behaviour of soil materials will be modelled as particles using the SPH method with reference to the previous research. The Bingham fluid model is used as a viscoplastic model of the soil material, and the Drucker-Prager soil constitutive model is used to describe the elastic-plastic behaviour of the soil. This modelling algorithm uses the equivalent viscosity of the Bingham fluid model as the initial stress between particles, and it uses the Drucker-Prager criterion with the associated flow rule to describe particle displacement due to slope failure. The soil particles are modelled as cohesive soil with a slope angle to the horizontal axis so that they can be compared with previous studies. The failure pattern is expected to be able to show areas of particles that are not deformed and particles that have collapsed. The FS value of the slope is obtained by the strength reduction method which seeks a non-convergent solution of each reduction in soil strength parameters.
Keywords: Smoothed Particle Hydrodynamics (SPH); Slope Stability; Bingham Fluid Model; Drucker-Prager Model; Strength Reduction Method
How to cite: Andreatama, B., Prakoso, W. A., Bahsan, E., Marthanty, R. R. D. R., and Sjah, J.: Modeling Large Deformation Slope Failure Using The Smoothed Particle Hydrodynamics (SPH) Method, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8579, https://doi.org/10.5194/egusphere-egu21-8579, 2021.
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The slope stability analyses using limit equilibrium method (LEM) and finite element method (FEM) are mostly concerned about the factor of safety (FS) value of the slope. LEM cannot predict the soil behaviour after failure, while FEM can only be used to measure the material deformation before failure. Currently the Smoothed Particle Hydrodynamics (SPH) method has begun to be used as an alternative to overcome excess distortion of the mesh in FEM analysis due to post-failure large deformations in slope stability analysis. In this study, the behaviour of soil materials will be modelled as particles using the SPH method with reference to the previous research. The Bingham fluid model is used as a viscoplastic model of the soil material, and the Drucker-Prager soil constitutive model is used to describe the elastic-plastic behaviour of the soil. This modelling algorithm uses the equivalent viscosity of the Bingham fluid model as the initial stress between particles, and it uses the Drucker-Prager criterion with the associated flow rule to describe particle displacement due to slope failure. The soil particles are modelled as cohesive soil with a slope angle to the horizontal axis so that they can be compared with previous studies. The failure pattern is expected to be able to show areas of particles that are not deformed and particles that have collapsed. The FS value of the slope is obtained by the strength reduction method which seeks a non-convergent solution of each reduction in soil strength parameters.
Keywords: Smoothed Particle Hydrodynamics (SPH); Slope Stability; Bingham Fluid Model; Drucker-Prager Model; Strength Reduction Method
How to cite: Andreatama, B., Prakoso, W. A., Bahsan, E., Marthanty, R. R. D. R., and Sjah, J.: Modeling Large Deformation Slope Failure Using The Smoothed Particle Hydrodynamics (SPH) Method, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8579, https://doi.org/10.5194/egusphere-egu21-8579, 2021.
EGU21-2412 | vPICO presentations | NH3.1
Learning from nature: favoring small lahars formation for hazard mitigationValeria Lupiano, Claudia Calidonna, Paolo Catelan, Francesco Chidichimo, Gino Mirocle Crisci, Salvatore Di Gregorio, and Salvatore Straface
Lahars represent one of the world destructive natural phenomena as number of casualties (Manville et al., 2013). Lahars originate as mixtures of water and volcanic deposits frequently by heavy rainfalls; they are erosive floods capable of increase in volume along its path to more than 10 times their initial size, moving up to 100 km/h in steeply sloping as far as an extreme distance of hundreds of kilometers.
Beside tools of early warning, security measures have been adopted in volcanic territory, by constructing retaining dams and embankments in key positions for containing and deviating possible lahars (Leung et al., 2003). This solution could involve a strong environmental impact both for the works and the continuous accumulation of volcanic deposits, such that equilibrium conditions could lack far, triggering more disastrous events.
The growing frequency of lahars in the Vascún Valley area, Tungurahua Volcano Ecuador, maybe for the climatic change, has recently produced smaller (shorter accumulation periods) and therefore less dangerous events.
Momentary ponds form along rivers in volcanic areas, when they become usually blocked by landslides of volcanic deposits, which are originated by pyroclastic flows and lahars. The most frequent cause of a breakout of such natural ponds is the overflow of water across the newly formed dam and subsequent erosion and rapid downcutting into the loose rock debris.
Dam collapse can occur by sliding of the volcanic deposit or by its overturning. By eroding the blockage and flowing out river channel downstream, the initial surge of water will incorporate a dangerous volume of sediments. This produces lahars with possible devastating effects for settlements in their path (Leung et al., 2003).
The use of simulation tools (from the cellular automata model LLUNPIY) and field data (including necessary subsoil survey) permit to individuate points, where dams by backfills, easy to collapse, can produce momentary ponds.
Small temporary dams with similar (but controlled) behavior of above mentioned dams can be designed and built at low cost by local backfills in order to allow the outflow of streams produced by regular rainfall events. This result is achieved by properly dimensioning a discharge channel at the dam base (Lupiano et al., 2020).
So small lahars can be triggered for minor rainfall events, lahar detachments can be anticipated for major events, avoiding simultaneous confluence with other lahars (Lupiano et al., 2020).
REFERENCES
Leung, MF, Santos, JR, Haimes, YY (2003). Risk modeling, assessment, and management of lahar flow threat. Risk Analysis, 23(6), 1323-1335.
Lupiano, V., Chidichimo, F., Machado, G., Catelan, P., Molina, L., Calidonna, C.R., Straface, S., Crisci, G. M., And Di Gregorio, S. (2020) - From examination of natural events to a proposal for risk mitigation of lahars by a cellular-automata methodology: a case study for Vascún valley, Ecuador. Nat. Hazards Earth Syst. Sci., 20, 1–20, 2020.
Manville, V., Major, J.J. and Fagents, S.A. (2013). Modeling lahar behavior and hazards. in Fagents, SA, Gregg, TKP, and Lopes, RMC (eds.) Modeling Volcanic Processes: The Physics and Mathematics of Volcanism. Cambridge: Cambridge University Press, pp. 300–330.
How to cite: Lupiano, V., Calidonna, C., Catelan, P., Chidichimo, F., Crisci, G. M., Di Gregorio, S., and Straface, S.: Learning from nature: favoring small lahars formation for hazard mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2412, https://doi.org/10.5194/egusphere-egu21-2412, 2021.
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Lahars represent one of the world destructive natural phenomena as number of casualties (Manville et al., 2013). Lahars originate as mixtures of water and volcanic deposits frequently by heavy rainfalls; they are erosive floods capable of increase in volume along its path to more than 10 times their initial size, moving up to 100 km/h in steeply sloping as far as an extreme distance of hundreds of kilometers.
Beside tools of early warning, security measures have been adopted in volcanic territory, by constructing retaining dams and embankments in key positions for containing and deviating possible lahars (Leung et al., 2003). This solution could involve a strong environmental impact both for the works and the continuous accumulation of volcanic deposits, such that equilibrium conditions could lack far, triggering more disastrous events.
The growing frequency of lahars in the Vascún Valley area, Tungurahua Volcano Ecuador, maybe for the climatic change, has recently produced smaller (shorter accumulation periods) and therefore less dangerous events.
Momentary ponds form along rivers in volcanic areas, when they become usually blocked by landslides of volcanic deposits, which are originated by pyroclastic flows and lahars. The most frequent cause of a breakout of such natural ponds is the overflow of water across the newly formed dam and subsequent erosion and rapid downcutting into the loose rock debris.
Dam collapse can occur by sliding of the volcanic deposit or by its overturning. By eroding the blockage and flowing out river channel downstream, the initial surge of water will incorporate a dangerous volume of sediments. This produces lahars with possible devastating effects for settlements in their path (Leung et al., 2003).
The use of simulation tools (from the cellular automata model LLUNPIY) and field data (including necessary subsoil survey) permit to individuate points, where dams by backfills, easy to collapse, can produce momentary ponds.
Small temporary dams with similar (but controlled) behavior of above mentioned dams can be designed and built at low cost by local backfills in order to allow the outflow of streams produced by regular rainfall events. This result is achieved by properly dimensioning a discharge channel at the dam base (Lupiano et al., 2020).
So small lahars can be triggered for minor rainfall events, lahar detachments can be anticipated for major events, avoiding simultaneous confluence with other lahars (Lupiano et al., 2020).
REFERENCES
Leung, MF, Santos, JR, Haimes, YY (2003). Risk modeling, assessment, and management of lahar flow threat. Risk Analysis, 23(6), 1323-1335.
Lupiano, V., Chidichimo, F., Machado, G., Catelan, P., Molina, L., Calidonna, C.R., Straface, S., Crisci, G. M., And Di Gregorio, S. (2020) - From examination of natural events to a proposal for risk mitigation of lahars by a cellular-automata methodology: a case study for Vascún valley, Ecuador. Nat. Hazards Earth Syst. Sci., 20, 1–20, 2020.
Manville, V., Major, J.J. and Fagents, S.A. (2013). Modeling lahar behavior and hazards. in Fagents, SA, Gregg, TKP, and Lopes, RMC (eds.) Modeling Volcanic Processes: The Physics and Mathematics of Volcanism. Cambridge: Cambridge University Press, pp. 300–330.
How to cite: Lupiano, V., Calidonna, C., Catelan, P., Chidichimo, F., Crisci, G. M., Di Gregorio, S., and Straface, S.: Learning from nature: favoring small lahars formation for hazard mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2412, https://doi.org/10.5194/egusphere-egu21-2412, 2021.
EGU21-2453 | vPICO presentations | NH3.1
Emulation techniques for rapid flow-like geohazards: a case study-based performance analysisAnil Yildiz, Ivo Baselt, Ann-Kathrin Edrich, Jan-Thomas Fischer, Martin Mergili, Hu Zhao, and Julia Kowalski
Several powerful physics-based computational landslide run-out models have been developed and validated throughout the last years. The geohazards community applies these forward models in simulation tools to predict potential landslide run-out outcomes including their uncertainties, and uses inverse approaches to conduct reanalyses and to infer on model parameters for calibration purposes. Yet it remains challenging to turn these computational frameworks into robust, transparent and transferrable simulation-based decision support tools for geohazard mitigation. In particular, the landscape of uncertainties – such as those resulting from the idealised model description itself, input data (e.g., material parameters or topographic data), and numerical scheme related hyperparameters – is still not systematically managed when conducting landslide simulations. Probabilistic hazard maps that take these uncertainties into account imply a large number of model evaluations, which constitutes a computational bottle neck. This issue can be overcome by using High Performance Computing (HPC) resources along with the existing software and resources. Alternatively, physics-informed machine learning strategies use simulation results of the original process model, i.e., the simulator, to train a statistically valid representation, the so-called emulator. Once being trained, the emulator significantly reduces computational costs, while at the same time it grants access to an estimation of the introduced error. A software framework has recently been set up to integrate Gaussian process emulation and the landslide run-out model r.avaflow, an open-source mass flow simulation tool. Emulation-based sensitivity analysis was of comparable quality to conventional studies, and the computational costs were cut significantly. The emulator allowed for the first time to conduct a global sensitivity analyses at every location simultaneously for a complete landslide impact area. A joint effort across different institutes in Europe has been made in this contribution to test the potential and limitation of the emulation techniques by revisiting a number of published case studies. Selection of test cases has been made according to data availability, failure type and computational demand. Preliminary findings suggest that the emulator is capable of reducing the computational effort of modelling various flow-like landslides substantially. Future work will focus on curating a well-defined database of test scenarios across multiple institutes with cases ranging from small to medium-sized debris flows to large rock avalanches.
How to cite: Yildiz, A., Baselt, I., Edrich, A.-K., Fischer, J.-T., Mergili, M., Zhao, H., and Kowalski, J.: Emulation techniques for rapid flow-like geohazards: a case study-based performance analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2453, https://doi.org/10.5194/egusphere-egu21-2453, 2021.
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Several powerful physics-based computational landslide run-out models have been developed and validated throughout the last years. The geohazards community applies these forward models in simulation tools to predict potential landslide run-out outcomes including their uncertainties, and uses inverse approaches to conduct reanalyses and to infer on model parameters for calibration purposes. Yet it remains challenging to turn these computational frameworks into robust, transparent and transferrable simulation-based decision support tools for geohazard mitigation. In particular, the landscape of uncertainties – such as those resulting from the idealised model description itself, input data (e.g., material parameters or topographic data), and numerical scheme related hyperparameters – is still not systematically managed when conducting landslide simulations. Probabilistic hazard maps that take these uncertainties into account imply a large number of model evaluations, which constitutes a computational bottle neck. This issue can be overcome by using High Performance Computing (HPC) resources along with the existing software and resources. Alternatively, physics-informed machine learning strategies use simulation results of the original process model, i.e., the simulator, to train a statistically valid representation, the so-called emulator. Once being trained, the emulator significantly reduces computational costs, while at the same time it grants access to an estimation of the introduced error. A software framework has recently been set up to integrate Gaussian process emulation and the landslide run-out model r.avaflow, an open-source mass flow simulation tool. Emulation-based sensitivity analysis was of comparable quality to conventional studies, and the computational costs were cut significantly. The emulator allowed for the first time to conduct a global sensitivity analyses at every location simultaneously for a complete landslide impact area. A joint effort across different institutes in Europe has been made in this contribution to test the potential and limitation of the emulation techniques by revisiting a number of published case studies. Selection of test cases has been made according to data availability, failure type and computational demand. Preliminary findings suggest that the emulator is capable of reducing the computational effort of modelling various flow-like landslides substantially. Future work will focus on curating a well-defined database of test scenarios across multiple institutes with cases ranging from small to medium-sized debris flows to large rock avalanches.
How to cite: Yildiz, A., Baselt, I., Edrich, A.-K., Fischer, J.-T., Mergili, M., Zhao, H., and Kowalski, J.: Emulation techniques for rapid flow-like geohazards: a case study-based performance analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2453, https://doi.org/10.5194/egusphere-egu21-2453, 2021.
EGU21-9862 | vPICO presentations | NH3.1
Size-frequency distribution of landslide-dammed lakes from a simulation approachAnne-Laure Argentin, Günther Prasicek, Jörg Robl, Stefan Hergarten, Daniel Hölbling, Lorena Abad, and Zahra Dabiri
The scaling of events in geomorphology relates the magnitude of an event to its frequency. The size-frequency distributions of landslides have been found to follow a power-law scaling. However, the scaling of lakes formed by the deposition of landslides in the river bed received less attention. In this study, we simulate landslide occurrence, their runouts and the resulting lakes and observe that landslide-dammed lakes also follow a power-law scaling, although the scaling relationship of the landslides does not predict the scaling of the landslide-dammed lakes. A rollover is present in both distribution, and its location depends on the resolution of the topographic input data.
We find that cumulative density plots are the most appropriate to highlight the influence of glacial imprint on landslide scaling, and that fluvial landscapes present results following more closely the power-law scaling. However, since lake volume is influenced by valley shape, and can be inferred from drainage area as well as landslide size, its scaling cannot be directly explained by glacial imprint and landslide scaling.
Thus, among the 8 mountain ranges investigated, the Southern Alps of New Zealand and the Tibetan Plateau of Wenchuan present similar distributions with a high amount of big lakes (> 10⁸ m³), while the Central Mountain Range of Taiwan exhibit a similar pattern to the Canadian Rockies and European Alps. The Japanese Alps, Mendoza Andes and Cordillera de Talamanca present much smaller lakes.
How to cite: Argentin, A.-L., Prasicek, G., Robl, J., Hergarten, S., Hölbling, D., Abad, L., and Dabiri, Z.: Size-frequency distribution of landslide-dammed lakes from a simulation approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9862, https://doi.org/10.5194/egusphere-egu21-9862, 2021.
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The scaling of events in geomorphology relates the magnitude of an event to its frequency. The size-frequency distributions of landslides have been found to follow a power-law scaling. However, the scaling of lakes formed by the deposition of landslides in the river bed received less attention. In this study, we simulate landslide occurrence, their runouts and the resulting lakes and observe that landslide-dammed lakes also follow a power-law scaling, although the scaling relationship of the landslides does not predict the scaling of the landslide-dammed lakes. A rollover is present in both distribution, and its location depends on the resolution of the topographic input data.
We find that cumulative density plots are the most appropriate to highlight the influence of glacial imprint on landslide scaling, and that fluvial landscapes present results following more closely the power-law scaling. However, since lake volume is influenced by valley shape, and can be inferred from drainage area as well as landslide size, its scaling cannot be directly explained by glacial imprint and landslide scaling.
Thus, among the 8 mountain ranges investigated, the Southern Alps of New Zealand and the Tibetan Plateau of Wenchuan present similar distributions with a high amount of big lakes (> 10⁸ m³), while the Central Mountain Range of Taiwan exhibit a similar pattern to the Canadian Rockies and European Alps. The Japanese Alps, Mendoza Andes and Cordillera de Talamanca present much smaller lakes.
How to cite: Argentin, A.-L., Prasicek, G., Robl, J., Hergarten, S., Hölbling, D., Abad, L., and Dabiri, Z.: Size-frequency distribution of landslide-dammed lakes from a simulation approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9862, https://doi.org/10.5194/egusphere-egu21-9862, 2021.
EGU21-2963 | vPICO presentations | NH3.1
Influence of air temperature on a landslide some hundred meters a.s.l.Rainer Poisel
Displacement development of slopes is influenced by many internal (e.g. strength alteration due to deformation) and external (e.g. precipitation) factors. The combination of these factors is mostly unique, so derivation of universal performance rules is difficult, and landslides mostly are individua. The contribution describes a landslide in Flysch, most probably reactivated by exceptional rainfalls as well as by works for the renewal of a weir in the valley bottom in 2009. Monitoring showed that the landslide just some hundred meters a.s.l. moves more rapidly during wintertime caused by reduced evapotranspiration as well as by slope surface freezing both leading to groundwater impounding and, therefore, acceleration of displacements. Thus, it behaves completely different from landslides in higher altitudes, which are influenced predominantly by snowmelt causing larger displacements during late spring and summer.
How to cite: Poisel, R.: Influence of air temperature on a landslide some hundred meters a.s.l., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2963, https://doi.org/10.5194/egusphere-egu21-2963, 2021.
Displacement development of slopes is influenced by many internal (e.g. strength alteration due to deformation) and external (e.g. precipitation) factors. The combination of these factors is mostly unique, so derivation of universal performance rules is difficult, and landslides mostly are individua. The contribution describes a landslide in Flysch, most probably reactivated by exceptional rainfalls as well as by works for the renewal of a weir in the valley bottom in 2009. Monitoring showed that the landslide just some hundred meters a.s.l. moves more rapidly during wintertime caused by reduced evapotranspiration as well as by slope surface freezing both leading to groundwater impounding and, therefore, acceleration of displacements. Thus, it behaves completely different from landslides in higher altitudes, which are influenced predominantly by snowmelt causing larger displacements during late spring and summer.
How to cite: Poisel, R.: Influence of air temperature on a landslide some hundred meters a.s.l., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2963, https://doi.org/10.5194/egusphere-egu21-2963, 2021.
EGU21-14912 | vPICO presentations | NH3.1
An integrated model for prediction of shallow landslides at regional scale with the integration of satellite hydrological dataMassimiliano Bordoni, Valerio Vivaldi, Luca Brocca, Luca Ciabatta, and Claudia Meisina
Rainfall-induced shallow landslides are dangerous natural hazards, mainly due to their high temporal frequency, which causes fatalities and high economic damage worldwide. Early Warning Systems (EWS), generally based on definition of rainfall thresholds needed for landslides triggering, are useful tools for risks mitigation. Thresholds generally do not take into account soil hydrological conditions, which play an important role both in landslide triggering. Rainfall measures are also uncertain due to the limited spatial representativeness of ground sensors and the low density of currently available measuring networks. Moreover, in the last years, soil moisture data have become available over large areas (basin and regional scales), thanks to their measurement through satellite sensors.
The aim of this research is to develop a new integrated model to predict shallow landslides, based on a multidisciplinary approach involving physical models, data-driven methods and the implementation of satellite soil moisture and rainfall. The model is developing in Oltrepò Pavese (Northern Italy, Southern Lombardy), affected during the last 11 years by numerous events triggered by intense and frequent rainfalls, causing human fatalities, damaging/blocking roads and bridges, destructing cultivations (mainly vineyards).
To define satellite soil moisture (and rainfall) products, different remote sensing platform are investigating. A very new soil moisture product provided by Sentinel-1 images by ESA (European Space Agency) allows a fine spatial resolution (1 km) and a revisit time of ~7 days. Coarse resolution soil moisture products (~20 km) characterized by a daily temporal resolution and higher accuracy (e.g., SMAP–Soil Moisture Active and Passive, SMOS–Soil Moisture Ocean Salinity, ASCAT–Advanced SCATterometer) is used. These are validated through two hydrological monitoring stations already installed in two representative basins.
The prediction of shallow landslides are carried on by means of a model able to integrate spatial probability of occurrence and temporal occurrence, considering also satellite soil moisture and rainfall products. Empirical and physically-based thresholds considering different initial soil hydrological conditions on soil moisture, which seem the best indicators for shallow landslide triggering, are developing.
Predicition model is tested and validated with real cases, assessing its reliability, to build a prototypal Early Warning System for shallow landslide prediction, that will constitute a valuable tool for Civil Protection in attempt to mitigate the risk in the Oltrepò Pavese area. This work was made in the frame of the project ANDROMEDA, funded by Fondazione Cariplo.
How to cite: Bordoni, M., Vivaldi, V., Brocca, L., Ciabatta, L., and Meisina, C.: An integrated model for prediction of shallow landslides at regional scale with the integration of satellite hydrological data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14912, https://doi.org/10.5194/egusphere-egu21-14912, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Rainfall-induced shallow landslides are dangerous natural hazards, mainly due to their high temporal frequency, which causes fatalities and high economic damage worldwide. Early Warning Systems (EWS), generally based on definition of rainfall thresholds needed for landslides triggering, are useful tools for risks mitigation. Thresholds generally do not take into account soil hydrological conditions, which play an important role both in landslide triggering. Rainfall measures are also uncertain due to the limited spatial representativeness of ground sensors and the low density of currently available measuring networks. Moreover, in the last years, soil moisture data have become available over large areas (basin and regional scales), thanks to their measurement through satellite sensors.
The aim of this research is to develop a new integrated model to predict shallow landslides, based on a multidisciplinary approach involving physical models, data-driven methods and the implementation of satellite soil moisture and rainfall. The model is developing in Oltrepò Pavese (Northern Italy, Southern Lombardy), affected during the last 11 years by numerous events triggered by intense and frequent rainfalls, causing human fatalities, damaging/blocking roads and bridges, destructing cultivations (mainly vineyards).
To define satellite soil moisture (and rainfall) products, different remote sensing platform are investigating. A very new soil moisture product provided by Sentinel-1 images by ESA (European Space Agency) allows a fine spatial resolution (1 km) and a revisit time of ~7 days. Coarse resolution soil moisture products (~20 km) characterized by a daily temporal resolution and higher accuracy (e.g., SMAP–Soil Moisture Active and Passive, SMOS–Soil Moisture Ocean Salinity, ASCAT–Advanced SCATterometer) is used. These are validated through two hydrological monitoring stations already installed in two representative basins.
The prediction of shallow landslides are carried on by means of a model able to integrate spatial probability of occurrence and temporal occurrence, considering also satellite soil moisture and rainfall products. Empirical and physically-based thresholds considering different initial soil hydrological conditions on soil moisture, which seem the best indicators for shallow landslide triggering, are developing.
Predicition model is tested and validated with real cases, assessing its reliability, to build a prototypal Early Warning System for shallow landslide prediction, that will constitute a valuable tool for Civil Protection in attempt to mitigate the risk in the Oltrepò Pavese area. This work was made in the frame of the project ANDROMEDA, funded by Fondazione Cariplo.
How to cite: Bordoni, M., Vivaldi, V., Brocca, L., Ciabatta, L., and Meisina, C.: An integrated model for prediction of shallow landslides at regional scale with the integration of satellite hydrological data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14912, https://doi.org/10.5194/egusphere-egu21-14912, 2021.
EGU21-3415 | vPICO presentations | NH3.1
A combined procedure to assess rainfall-induced shallow landslide detachment, transit and runout susceptibility using Machine Learning and GIS techniquesMariano Di Napoli, Diego Di Martire, Domenico Calcaterra, Marco Firpo, Giacomo Pepe, and Andrea Cevasco
Rainfall-induced landslides are notoriously dangerous phenomena which can cause a notable death toll as well as major economic losses globally. Usually, shallow landslides are triggered by prolonged or severe rainfalls and frequently may evolve into potentially catastrophic flow-like movements. Shallow failures are typical in hilly and mountainous areas due to the combination of several predisposing factors such as slope morphology, geological and structural setting, mechanical properties of soils, hydrological and hydrogeological conditions, land-use changes and wildfires. Because of the ability of these phenomena to travel long distances, buildings and infrastructures located in areas improperly deemed safe can be affected.
Spatial and temporal hazard posed by flow-like movements is due to both source characteristics (e.g., location and volume) and the successive runout dynamics (e.g., travelled paths and distances). Hence, the assessment of shallow landslide susceptibility has to take into account not only the recognition of the most probable landslide source areas, but also landslide runout (i.e., travel distance). In recent years, a meaningful improvement in landslide detachment susceptibility evaluation has been gained through robust scientific advances, especially by using statistical approaches. Furthermore, various techniques are available for landslide runout susceptibility assessment in quantitative terms. The combination of landslide detachment and runout dynamics has been admitted by many researchers as a suitable and complete procedure for landslide susceptibility evaluation. However, despite its significance, runout assessment is not as widespread in literature as landslide detachment assessment and still remains a challenge for researchers. Currently, only a few studies focus on the assement of both landslide detachment susceptibility (LDS) and landslide runout susceptibility (LRS).
In this study, the adoption of a combined approach allowed to estimate shallow landslide susceptibility to both detachment and potential runout. Such procedure is based on the integration between LDS assessment via Machine Learning techniques (applying the Ensemble approach) and LRS assessment through GIS-based tools (using the “reach angle” method). This methodology has been applied to the Cinque Terre National Park (Liguria, north-west Italy), where risk posed by flow-like movements is very high. Nine predisposing factors were chosen, while a database of about 300 rainfall-induced shallow landslides was used as input. In particular, the obtained map may be useful for urban and regional planning, as well as for decision-makers and stakeholders, to predict areas that may be affected by rainfall-induced shallow landslides in the future and to identify areas where risk mitigation measures are needed.
How to cite: Di Napoli, M., Di Martire, D., Calcaterra, D., Firpo, M., Pepe, G., and Cevasco, A.: A combined procedure to assess rainfall-induced shallow landslide detachment, transit and runout susceptibility using Machine Learning and GIS techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3415, https://doi.org/10.5194/egusphere-egu21-3415, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Rainfall-induced landslides are notoriously dangerous phenomena which can cause a notable death toll as well as major economic losses globally. Usually, shallow landslides are triggered by prolonged or severe rainfalls and frequently may evolve into potentially catastrophic flow-like movements. Shallow failures are typical in hilly and mountainous areas due to the combination of several predisposing factors such as slope morphology, geological and structural setting, mechanical properties of soils, hydrological and hydrogeological conditions, land-use changes and wildfires. Because of the ability of these phenomena to travel long distances, buildings and infrastructures located in areas improperly deemed safe can be affected.
Spatial and temporal hazard posed by flow-like movements is due to both source characteristics (e.g., location and volume) and the successive runout dynamics (e.g., travelled paths and distances). Hence, the assessment of shallow landslide susceptibility has to take into account not only the recognition of the most probable landslide source areas, but also landslide runout (i.e., travel distance). In recent years, a meaningful improvement in landslide detachment susceptibility evaluation has been gained through robust scientific advances, especially by using statistical approaches. Furthermore, various techniques are available for landslide runout susceptibility assessment in quantitative terms. The combination of landslide detachment and runout dynamics has been admitted by many researchers as a suitable and complete procedure for landslide susceptibility evaluation. However, despite its significance, runout assessment is not as widespread in literature as landslide detachment assessment and still remains a challenge for researchers. Currently, only a few studies focus on the assement of both landslide detachment susceptibility (LDS) and landslide runout susceptibility (LRS).
In this study, the adoption of a combined approach allowed to estimate shallow landslide susceptibility to both detachment and potential runout. Such procedure is based on the integration between LDS assessment via Machine Learning techniques (applying the Ensemble approach) and LRS assessment through GIS-based tools (using the “reach angle” method). This methodology has been applied to the Cinque Terre National Park (Liguria, north-west Italy), where risk posed by flow-like movements is very high. Nine predisposing factors were chosen, while a database of about 300 rainfall-induced shallow landslides was used as input. In particular, the obtained map may be useful for urban and regional planning, as well as for decision-makers and stakeholders, to predict areas that may be affected by rainfall-induced shallow landslides in the future and to identify areas where risk mitigation measures are needed.
How to cite: Di Napoli, M., Di Martire, D., Calcaterra, D., Firpo, M., Pepe, G., and Cevasco, A.: A combined procedure to assess rainfall-induced shallow landslide detachment, transit and runout susceptibility using Machine Learning and GIS techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3415, https://doi.org/10.5194/egusphere-egu21-3415, 2021.
EGU21-15067 | vPICO presentations | NH3.1
Short and long term probabilistic slope stability analyses of a large area of unsaturated pyroclastic soilsVeronica Tofani, Sabatino Cuomo, Elena Benedetta Masi, Mariagiovanna Moscariello, Guglielmo Rossi, and Fabio Matano
The analysis of slope stability over large areas is a demanding task for several reasons, such as the need for extensive datasets, the uncertainty of collected data, the difficulty of accounting for site-specific factors, and the considerable computation time required due to the size of investigated areas, which can pose major barriers, particularly in civil protection contexts where rapid analysis and forecasts are essential. However, as the identification of zones of higher failure probability is very useful for stakeholders and decision-makers, the scientific community has attempted to improve capabilities to provide physically based assessments. This study combined a transient seepage analysis of an unsaturated-saturated condition with an infinite slope stability model and probabilistic analysis through the use of a high-computing capacity parallelized platform. Both short- and long-term analyses were performed for a study area, and roles of evapotranspiration, vegetation interception, and the root increment of soil strength were considered. A model was first calibrated based on hourly rainfall data recorded over a 4-day event (December 14–17, 1999) causing destructive landslides to compare the results of model simulations to actual landslide events. Then, the calibrated model was applied for a long-term simulation where daily rainfall data recorded over a 4-year period (January 1, 2005–December 31, 2008) were considered to study the behavior of the area in response to a long period of rainfall. The calibration shows that the model can correctly identify higher failure probability within the time range of the observed landslides as well as the extents and locations of zones computed as the most prone ones. The long-term analysis allowed for the identification of a number of days when the slope factor of safety was lower than 1.2 over a significant number of cells. In all of these cases, zones approaching slope instability were concentrated in specific sectors and catchments of the study area. In addition, some subbasins were found to be the most recurrently prone to possible slope instability. Interestingly, the application of the adopted methodology provided clear indications of both weekly and seasonal fluctuations of overall slope stability conditions.
How to cite: Tofani, V., Cuomo, S., Masi, E. B., Moscariello, M., Rossi, G., and Matano, F.: Short and long term probabilistic slope stability analyses of a large area of unsaturated pyroclastic soils, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15067, https://doi.org/10.5194/egusphere-egu21-15067, 2021.
The analysis of slope stability over large areas is a demanding task for several reasons, such as the need for extensive datasets, the uncertainty of collected data, the difficulty of accounting for site-specific factors, and the considerable computation time required due to the size of investigated areas, which can pose major barriers, particularly in civil protection contexts where rapid analysis and forecasts are essential. However, as the identification of zones of higher failure probability is very useful for stakeholders and decision-makers, the scientific community has attempted to improve capabilities to provide physically based assessments. This study combined a transient seepage analysis of an unsaturated-saturated condition with an infinite slope stability model and probabilistic analysis through the use of a high-computing capacity parallelized platform. Both short- and long-term analyses were performed for a study area, and roles of evapotranspiration, vegetation interception, and the root increment of soil strength were considered. A model was first calibrated based on hourly rainfall data recorded over a 4-day event (December 14–17, 1999) causing destructive landslides to compare the results of model simulations to actual landslide events. Then, the calibrated model was applied for a long-term simulation where daily rainfall data recorded over a 4-year period (January 1, 2005–December 31, 2008) were considered to study the behavior of the area in response to a long period of rainfall. The calibration shows that the model can correctly identify higher failure probability within the time range of the observed landslides as well as the extents and locations of zones computed as the most prone ones. The long-term analysis allowed for the identification of a number of days when the slope factor of safety was lower than 1.2 over a significant number of cells. In all of these cases, zones approaching slope instability were concentrated in specific sectors and catchments of the study area. In addition, some subbasins were found to be the most recurrently prone to possible slope instability. Interestingly, the application of the adopted methodology provided clear indications of both weekly and seasonal fluctuations of overall slope stability conditions.
How to cite: Tofani, V., Cuomo, S., Masi, E. B., Moscariello, M., Rossi, G., and Matano, F.: Short and long term probabilistic slope stability analyses of a large area of unsaturated pyroclastic soils, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15067, https://doi.org/10.5194/egusphere-egu21-15067, 2021.
EGU21-8989 | vPICO presentations | NH3.1 | Highlight
Towards A Global Landslide ForecastSana Khan, Dalia B. Kirschbaum, Thomas Stanley, Pukar Amatya, and Robert Emberson
Numerical weather models are used in a variety of applications, including a growing body of landslide hazard assessment models. Heretofore, these applications have not included global landslide forecasts but this remains an important gap in better understanding the future spatiotemporal impact that landslides can have on populations and infrastructure. We explore the feasibility of using a precipitation forecast within the Landslide Hazard Assessment for Situational Awareness (LHASA) v2.0 model, which is designed to provide estimates of potential landslide hazard for rainfall triggers. Data on precipitation, soil moisture, and snow mass is available from NASA’s Goddard Earth Observing System Forward Processing product (GEOS-FP), which provides global scale products in both forecast and assimilation modes. These variables are incorporated into the LHASA Forecast model by replacing satellite rainfall estimates from the Integrated Multi-satellitE Retrievals for Global Precipitation Measurement (IMERG) with forecasted rainfall from GEOS-FP. The LHASA Forecast model also uses soil moisture and snow mass estimates from GEOS-FP rather than soil moisture and snow mass data from the Soil Moisture Active-Passive (SMAP) level 4 product. The LHASA Forecast model was run retrospectively at a daily scale with forecasted precipitation with up to a 3 day lead time. Results are compared with the LHASA v2.0 model that uses SMAP and IMERG data. Analysis of the LHASA Forecast system was conducted in several different ways. First, performance was assessed with categorical and continuous statics to determine how closely the forecasted probabilities match that of the LHASA v2.0 nowcast landslide probabilities. The outputs of LHASA v2.0 and LHASA Forecast are also compared for several high impact rainfall events that triggered landslides to determine the skill in identifying the potential high hazard areas. Preliminary results suggest that for large precipitation events (e.g. tropical storms), the same general hazard areas are identified; however, this can vary largely by geography and precipitation regime, owing to differences in spatial resolution and phase errors of the forecasted precipitation. This presentation outlines the preliminary work to address forecasted landslide hazard globally and discusses next steps towards improving landslide forecast skill.
How to cite: Khan, S., Kirschbaum, D. B., Stanley, T., Amatya, P., and Emberson, R.: Towards A Global Landslide Forecast, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8989, https://doi.org/10.5194/egusphere-egu21-8989, 2021.
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Numerical weather models are used in a variety of applications, including a growing body of landslide hazard assessment models. Heretofore, these applications have not included global landslide forecasts but this remains an important gap in better understanding the future spatiotemporal impact that landslides can have on populations and infrastructure. We explore the feasibility of using a precipitation forecast within the Landslide Hazard Assessment for Situational Awareness (LHASA) v2.0 model, which is designed to provide estimates of potential landslide hazard for rainfall triggers. Data on precipitation, soil moisture, and snow mass is available from NASA’s Goddard Earth Observing System Forward Processing product (GEOS-FP), which provides global scale products in both forecast and assimilation modes. These variables are incorporated into the LHASA Forecast model by replacing satellite rainfall estimates from the Integrated Multi-satellitE Retrievals for Global Precipitation Measurement (IMERG) with forecasted rainfall from GEOS-FP. The LHASA Forecast model also uses soil moisture and snow mass estimates from GEOS-FP rather than soil moisture and snow mass data from the Soil Moisture Active-Passive (SMAP) level 4 product. The LHASA Forecast model was run retrospectively at a daily scale with forecasted precipitation with up to a 3 day lead time. Results are compared with the LHASA v2.0 model that uses SMAP and IMERG data. Analysis of the LHASA Forecast system was conducted in several different ways. First, performance was assessed with categorical and continuous statics to determine how closely the forecasted probabilities match that of the LHASA v2.0 nowcast landslide probabilities. The outputs of LHASA v2.0 and LHASA Forecast are also compared for several high impact rainfall events that triggered landslides to determine the skill in identifying the potential high hazard areas. Preliminary results suggest that for large precipitation events (e.g. tropical storms), the same general hazard areas are identified; however, this can vary largely by geography and precipitation regime, owing to differences in spatial resolution and phase errors of the forecasted precipitation. This presentation outlines the preliminary work to address forecasted landslide hazard globally and discusses next steps towards improving landslide forecast skill.
How to cite: Khan, S., Kirschbaum, D. B., Stanley, T., Amatya, P., and Emberson, R.: Towards A Global Landslide Forecast, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8989, https://doi.org/10.5194/egusphere-egu21-8989, 2021.
EGU21-3570 | vPICO presentations | NH3.1
Geological aspects of shallow landslides induced by the Heavy Rain Event of July 2018 within Late Cretaceous rhyolite, southern Hiroshima Prefecture, JapanYasuto Hirata
Rain-induced landslides often occur in clusters on hillslopes that have unique geological characteristics, such as lithology, weathering patterns, and hydrothermal alteration. However, the effects of geological factors on landslides involving rhyolites are not fully understood. A heavy rain event during July 2018 caused numerous debris avalanches and debris flows within areas underlain by the Late Cretaceous Takada Rhyolites, southern Hiroshima Prefecture, Japan. To understand the geological factors that influence landslides in areas underlain by rhyolites, we performed GIS analyses and field investigations of outcrops and landslide scars. The study area is rectangular, 9 km long, and 3 km wide, and the long sides, oriented NE–SW in Kure City. The Norosan Welded Tuff, which forms the rhyolite unit in the study area, has near-vertical joints spaced 0.1–5.0 m, and a large number of high-angle veinlets that record hydrothermal alteration. The average joint spacing is 1.8 m in the SW of the study area (0–3.5 km), decreases from 1.8 to 0.4 m in the center (3.5–5.0 km), and 0.4 m in the NE of the study area (5.0–9.0 km). Tors are developed on the ground surface on hillslopes in the SW of the study area, but the NE of the study area is underlain by clay-rich altered soil without corestones. The 45 h and 4 h cumulative rainfall distributions prior to the landslide event were similar in the SW and NE parts of the study area. Furthermore, the NE and SW parts of the study area have a comparable proportion of surface area with similar topographic parameters (slope, planar curvature, and catchment area) to those of landslide scars. In spite of these similarities, the landslide density is about ten times higher in the NE of the study area (10–55 /km2), than in the SW. This difference is attributed to differences in joint density, and the intense weathering and alteration on joints within the rhyolite.
How to cite: Hirata, Y.: Geological aspects of shallow landslides induced by the Heavy Rain Event of July 2018 within Late Cretaceous rhyolite, southern Hiroshima Prefecture, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3570, https://doi.org/10.5194/egusphere-egu21-3570, 2021.
Rain-induced landslides often occur in clusters on hillslopes that have unique geological characteristics, such as lithology, weathering patterns, and hydrothermal alteration. However, the effects of geological factors on landslides involving rhyolites are not fully understood. A heavy rain event during July 2018 caused numerous debris avalanches and debris flows within areas underlain by the Late Cretaceous Takada Rhyolites, southern Hiroshima Prefecture, Japan. To understand the geological factors that influence landslides in areas underlain by rhyolites, we performed GIS analyses and field investigations of outcrops and landslide scars. The study area is rectangular, 9 km long, and 3 km wide, and the long sides, oriented NE–SW in Kure City. The Norosan Welded Tuff, which forms the rhyolite unit in the study area, has near-vertical joints spaced 0.1–5.0 m, and a large number of high-angle veinlets that record hydrothermal alteration. The average joint spacing is 1.8 m in the SW of the study area (0–3.5 km), decreases from 1.8 to 0.4 m in the center (3.5–5.0 km), and 0.4 m in the NE of the study area (5.0–9.0 km). Tors are developed on the ground surface on hillslopes in the SW of the study area, but the NE of the study area is underlain by clay-rich altered soil without corestones. The 45 h and 4 h cumulative rainfall distributions prior to the landslide event were similar in the SW and NE parts of the study area. Furthermore, the NE and SW parts of the study area have a comparable proportion of surface area with similar topographic parameters (slope, planar curvature, and catchment area) to those of landslide scars. In spite of these similarities, the landslide density is about ten times higher in the NE of the study area (10–55 /km2), than in the SW. This difference is attributed to differences in joint density, and the intense weathering and alteration on joints within the rhyolite.
How to cite: Hirata, Y.: Geological aspects of shallow landslides induced by the Heavy Rain Event of July 2018 within Late Cretaceous rhyolite, southern Hiroshima Prefecture, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3570, https://doi.org/10.5194/egusphere-egu21-3570, 2021.
EGU21-6145 | vPICO presentations | NH3.1
Advancing rainfall-induced landslide detection using homogeneous slope units and distributed rainfall thresholdsGuoqiang Jia, Stefano Luigi Gariano, and Qiuhong Tang
A better detection of landslide occurrence is critical for disaster prevention and mitigation, and a standing pursuit owing to increasing and widespread impact of slope failures on human activities and natural environment in a changing world. However, the detection of rainfall-induced landslide is limited in some areas by data scarcity and method applicability. In this study, we proposed distributed rainfall thresholds within homogeneous slope units, by considering the interaction of landslide-influencing geo-environmental conditions and landslide-triggering rainfall variables. Homogeneous slope units are extracted based on detailed terrain analysis. Various landforms are identified and used to obtain slope units with homogeneous slope traits. The concept behind the distributed rainfall threshold models is that rainfall threshold for landslide occurrence varies with geo-environmental conditions such as slope gradient. Thus, a link can be established between landslide-influencing geo-environmental conditions and landslide-triggering rainfall variables. We used elevation, slope, plan and profile curvature, mean annual precipitation and temperature, soil texture and land cover as independent variables. Rainfall duration and cumulated rainfall of landslide-triggering rainfall events are automatically calculated and used, the former as one of independent variables, and the latter as the dependent variable. A support vector regression (SVR) and a multiple linear regression (MLR) method are used. The error and correlation coefficient measurement indicate a better performance of SVR method. Compared with grid units, the model scores high accuracy for slope units. The models are implemented at a regional scale (Guangdong, China). The SVR model in slope units ran with error of 0.16 mm and correlation coefficient of 0.93.
How to cite: Jia, G., Gariano, S. L., and Tang, Q.: Advancing rainfall-induced landslide detection using homogeneous slope units and distributed rainfall thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6145, https://doi.org/10.5194/egusphere-egu21-6145, 2021.
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A better detection of landslide occurrence is critical for disaster prevention and mitigation, and a standing pursuit owing to increasing and widespread impact of slope failures on human activities and natural environment in a changing world. However, the detection of rainfall-induced landslide is limited in some areas by data scarcity and method applicability. In this study, we proposed distributed rainfall thresholds within homogeneous slope units, by considering the interaction of landslide-influencing geo-environmental conditions and landslide-triggering rainfall variables. Homogeneous slope units are extracted based on detailed terrain analysis. Various landforms are identified and used to obtain slope units with homogeneous slope traits. The concept behind the distributed rainfall threshold models is that rainfall threshold for landslide occurrence varies with geo-environmental conditions such as slope gradient. Thus, a link can be established between landslide-influencing geo-environmental conditions and landslide-triggering rainfall variables. We used elevation, slope, plan and profile curvature, mean annual precipitation and temperature, soil texture and land cover as independent variables. Rainfall duration and cumulated rainfall of landslide-triggering rainfall events are automatically calculated and used, the former as one of independent variables, and the latter as the dependent variable. A support vector regression (SVR) and a multiple linear regression (MLR) method are used. The error and correlation coefficient measurement indicate a better performance of SVR method. Compared with grid units, the model scores high accuracy for slope units. The models are implemented at a regional scale (Guangdong, China). The SVR model in slope units ran with error of 0.16 mm and correlation coefficient of 0.93.
How to cite: Jia, G., Gariano, S. L., and Tang, Q.: Advancing rainfall-induced landslide detection using homogeneous slope units and distributed rainfall thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6145, https://doi.org/10.5194/egusphere-egu21-6145, 2021.
EGU21-9123 | vPICO presentations | NH3.1
Rainfall Thresholds for Shallow Landslides by coupled Physically-Based Models and Machine Learning methods in Colombian Andes BasinsRicardo Jaramillo-González, Edier Aristizábal, and Edwin F. García-Aristizábal
Landslides have taken thousands of lives worldwide in the last decades, especially in developing countries. In the Colombian Andes, tropical rainfall conditions and steep terrains are the most common triggering factors of landslides. According to DESINVENTAR in Colombia between 1921-2020, 10.438 landslides have been registered and left almost 7.313 fatalities and destructive outcomes to the economic system. Rainfall thresholds have been used to forecast the occurrence of landslides. Physically-based rainfall thresholds take into account the effects of rainfall coupling hydrological and geotechnical models providing a wide understanding of the physical behavior of the rainfall throw the hillslope and infiltration processes. On the other hand, Machine Learning methods have been implemented to evaluate the correlation between the spatial distribution of the landslide hazard and the morphometric parameters of the basin (e.g. average slope, area, and Melton ratio).
This work was performed implementing the physically-based model TRIGRS to analyze the distribution of the safety factor under different combinations of intensity and duration from gauge-based IDF curves. And, morphometric parameters were calculated to 14 basins distributed along the Colombian Andes; all them were processed by machine learning methods to correlate the influence of each parameter with the rainfall threshold. The results of coupling physically-based models and machine learning methods could provide criteria that allow setting up a procedure that defines a condition of instability based on the distribution of the safety factor in a basin.
Keywords: Rainfall thresholds, Shallow Landslides, Morphometric Parameters, IDF Curves, TRIGRS
How to cite: Jaramillo-González, R., Aristizábal, E., and García-Aristizábal, E. F.: Rainfall Thresholds for Shallow Landslides by coupled Physically-Based Models and Machine Learning methods in Colombian Andes Basins, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9123, https://doi.org/10.5194/egusphere-egu21-9123, 2021.
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Landslides have taken thousands of lives worldwide in the last decades, especially in developing countries. In the Colombian Andes, tropical rainfall conditions and steep terrains are the most common triggering factors of landslides. According to DESINVENTAR in Colombia between 1921-2020, 10.438 landslides have been registered and left almost 7.313 fatalities and destructive outcomes to the economic system. Rainfall thresholds have been used to forecast the occurrence of landslides. Physically-based rainfall thresholds take into account the effects of rainfall coupling hydrological and geotechnical models providing a wide understanding of the physical behavior of the rainfall throw the hillslope and infiltration processes. On the other hand, Machine Learning methods have been implemented to evaluate the correlation between the spatial distribution of the landslide hazard and the morphometric parameters of the basin (e.g. average slope, area, and Melton ratio).
This work was performed implementing the physically-based model TRIGRS to analyze the distribution of the safety factor under different combinations of intensity and duration from gauge-based IDF curves. And, morphometric parameters were calculated to 14 basins distributed along the Colombian Andes; all them were processed by machine learning methods to correlate the influence of each parameter with the rainfall threshold. The results of coupling physically-based models and machine learning methods could provide criteria that allow setting up a procedure that defines a condition of instability based on the distribution of the safety factor in a basin.
Keywords: Rainfall thresholds, Shallow Landslides, Morphometric Parameters, IDF Curves, TRIGRS
How to cite: Jaramillo-González, R., Aristizábal, E., and García-Aristizábal, E. F.: Rainfall Thresholds for Shallow Landslides by coupled Physically-Based Models and Machine Learning methods in Colombian Andes Basins, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9123, https://doi.org/10.5194/egusphere-egu21-9123, 2021.
EGU21-10742 | vPICO presentations | NH3.1
How to account for misclassification costs in shallow-landslide rainfall thresholds?Paolo Frattini, Gianluca Sala, Camilla Lanfranconi, Giulia Rusconi, and Giovanni Crosta
Rainfall is one of the most significant triggering factors for shallow landslides. The early warning for such phenomena requires the definition of a threshold based on a critical rainfall condition that may lead to diffuse landsliding. The developing of these thresholds is frequently done through empirical or statistical approaches that aim at identifying thresholds between rainfall events that triggered or non-triggered landslides. Such approaches present several problems related to the identification of the exact amount of rainfall that triggered landslides, the local geo-environmental conditions at the landslide site, and the minimum rainfall amount used to define the non-triggering events. Furthermore, these thresholds lead to misclassifications (false negative or false positive) that always induce costs for the society. The aim of this research is to address these limitations, accounting for classification costs in order to select the optimal thresholds for landslide risk management.
Starting from a database of shallow landslides occurred during five regional-scale rainfall events in the Italian Central Alps, we extracted the triggering rainfall intensities by adjusting rain gouge data with weather radar data. This adjustment significantly improved the information regarding the rainfall intensity at the landslide site and, although an uncertainty related to the exact timing of occurrence has still remained. Therefore, we identified the rainfall thresholds through the Receiver Operating Characteristic (ROC) approach, by identifying the optimal rainfall intensity that separates triggering and non-triggering events. To evaluate the effect related to the application of different minimum rainfall for non-triggering events, we have adopted three different values obtaining similar results, thus demonstrating that the ROC approach is not sensitive to the choice of the minimum rainfall threshold. In order to include the effect of misclassification costs we have developed cost-sensitive rainfall threshold curves by using cost-curve approach (Drummond and Holte 2000). As far as we know, this is the first attempt to build a cost-sensitive rainfall threshold for landslides that allows to explicitly account for misclassification costs. For the development of the cost-sensitive threshold curve, we had to define a reference cost scenario in which we have quantified several cost items for both missed alarms and false alarms. By using this scenario, the cost-sensitive rainfall threshold results to be lower than the ROC threshold to minimize the missed alarms, the costs of which are seven times greater than the false alarm costs. Since the misclassification costs could vary according to different socio-economic contexts and emergency organization, we developed different extreme scenarios to evaluate the sensitivity of misclassification costs on the rainfall thresholds. In the scenario with maximum false-alarm cost and minimum missed-alarm cost, the rainfall threshold increases in order to minimize the false alarms. Conversely, the rainfall thresholds decreases in the scenario with minimum false-alarm cost and maximum missed-alarm costs. We found that the range of variation between the curves of these extreme scenarios is as much as half an order of magnitude.
How to cite: Frattini, P., Sala, G., Lanfranconi, C., Rusconi, G., and Crosta, G.: How to account for misclassification costs in shallow-landslide rainfall thresholds?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10742, https://doi.org/10.5194/egusphere-egu21-10742, 2021.
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Rainfall is one of the most significant triggering factors for shallow landslides. The early warning for such phenomena requires the definition of a threshold based on a critical rainfall condition that may lead to diffuse landsliding. The developing of these thresholds is frequently done through empirical or statistical approaches that aim at identifying thresholds between rainfall events that triggered or non-triggered landslides. Such approaches present several problems related to the identification of the exact amount of rainfall that triggered landslides, the local geo-environmental conditions at the landslide site, and the minimum rainfall amount used to define the non-triggering events. Furthermore, these thresholds lead to misclassifications (false negative or false positive) that always induce costs for the society. The aim of this research is to address these limitations, accounting for classification costs in order to select the optimal thresholds for landslide risk management.
Starting from a database of shallow landslides occurred during five regional-scale rainfall events in the Italian Central Alps, we extracted the triggering rainfall intensities by adjusting rain gouge data with weather radar data. This adjustment significantly improved the information regarding the rainfall intensity at the landslide site and, although an uncertainty related to the exact timing of occurrence has still remained. Therefore, we identified the rainfall thresholds through the Receiver Operating Characteristic (ROC) approach, by identifying the optimal rainfall intensity that separates triggering and non-triggering events. To evaluate the effect related to the application of different minimum rainfall for non-triggering events, we have adopted three different values obtaining similar results, thus demonstrating that the ROC approach is not sensitive to the choice of the minimum rainfall threshold. In order to include the effect of misclassification costs we have developed cost-sensitive rainfall threshold curves by using cost-curve approach (Drummond and Holte 2000). As far as we know, this is the first attempt to build a cost-sensitive rainfall threshold for landslides that allows to explicitly account for misclassification costs. For the development of the cost-sensitive threshold curve, we had to define a reference cost scenario in which we have quantified several cost items for both missed alarms and false alarms. By using this scenario, the cost-sensitive rainfall threshold results to be lower than the ROC threshold to minimize the missed alarms, the costs of which are seven times greater than the false alarm costs. Since the misclassification costs could vary according to different socio-economic contexts and emergency organization, we developed different extreme scenarios to evaluate the sensitivity of misclassification costs on the rainfall thresholds. In the scenario with maximum false-alarm cost and minimum missed-alarm cost, the rainfall threshold increases in order to minimize the false alarms. Conversely, the rainfall thresholds decreases in the scenario with minimum false-alarm cost and maximum missed-alarm costs. We found that the range of variation between the curves of these extreme scenarios is as much as half an order of magnitude.
How to cite: Frattini, P., Sala, G., Lanfranconi, C., Rusconi, G., and Crosta, G.: How to account for misclassification costs in shallow-landslide rainfall thresholds?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10742, https://doi.org/10.5194/egusphere-egu21-10742, 2021.
EGU21-12335 | vPICO presentations | NH3.1
Topographic characteristics of rainfall triggered landslides from a newly compiled set of inventoriesRobert Emberson, Dalia Kirschbaum, Pukar Amatya, Hakan Tanyas, and Odin Marc
Landslides triggered by rainfall or seismic activity are a significant source of loss of life and property damage in mountainous regions. In these settings, it is critical to plan development and infrastructure to avoid impact from landslides. To do so, it is necessary to have a clear understanding of the topographic characteristics of areas both where landslides are initially triggered but also the down-slope areas where debris and bedrock fragments are deposited. Recent research has investigated the characteristics of landslide locations triggered by seismic motion, providing guidelines about the most hazardous parts of a given landscape. In this contribution, we report on a set of analyses conducted on a large compilation of landslide inventories associated with major rainfall events around the world. This compilation includes a number of previously published inventories together with 6 newly mapped inventories of landslides created using high-resolution imagery and machine learning techniques. To our knowledge, together these form the most comprehensive compilation of rainfall triggered landslide inventories gathered to date.
We analyse a number of topographic characteristics associated with these landslides using the 30m resolution SRTM DEM, including local slope, average upstream slope, relief, topographic roughness, wetness index, and topographic position index. We analyse these parameters for both the scar of the landslide as well as the area of deposition. While there is significant dispersion across inventories for several of these parameters, there are consistent relationships between landslide likelihood and roughness, slope, and wetness index. Although the relationships identified with slope and roughness are consistent with prior work, the relationship between wetness index and landslide likelihood suggests that the calculation of wetness index from topography alone may not effectively represent the saturation state of the hillslopes. We anticipate that these findings could be useful for other regional and global landslide modelling studies and local calibration of landslide susceptibility assessment.
How to cite: Emberson, R., Kirschbaum, D., Amatya, P., Tanyas, H., and Marc, O.: Topographic characteristics of rainfall triggered landslides from a newly compiled set of inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12335, https://doi.org/10.5194/egusphere-egu21-12335, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Landslides triggered by rainfall or seismic activity are a significant source of loss of life and property damage in mountainous regions. In these settings, it is critical to plan development and infrastructure to avoid impact from landslides. To do so, it is necessary to have a clear understanding of the topographic characteristics of areas both where landslides are initially triggered but also the down-slope areas where debris and bedrock fragments are deposited. Recent research has investigated the characteristics of landslide locations triggered by seismic motion, providing guidelines about the most hazardous parts of a given landscape. In this contribution, we report on a set of analyses conducted on a large compilation of landslide inventories associated with major rainfall events around the world. This compilation includes a number of previously published inventories together with 6 newly mapped inventories of landslides created using high-resolution imagery and machine learning techniques. To our knowledge, together these form the most comprehensive compilation of rainfall triggered landslide inventories gathered to date.
We analyse a number of topographic characteristics associated with these landslides using the 30m resolution SRTM DEM, including local slope, average upstream slope, relief, topographic roughness, wetness index, and topographic position index. We analyse these parameters for both the scar of the landslide as well as the area of deposition. While there is significant dispersion across inventories for several of these parameters, there are consistent relationships between landslide likelihood and roughness, slope, and wetness index. Although the relationships identified with slope and roughness are consistent with prior work, the relationship between wetness index and landslide likelihood suggests that the calculation of wetness index from topography alone may not effectively represent the saturation state of the hillslopes. We anticipate that these findings could be useful for other regional and global landslide modelling studies and local calibration of landslide susceptibility assessment.
How to cite: Emberson, R., Kirschbaum, D., Amatya, P., Tanyas, H., and Marc, O.: Topographic characteristics of rainfall triggered landslides from a newly compiled set of inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12335, https://doi.org/10.5194/egusphere-egu21-12335, 2021.
EGU21-14000 | vPICO presentations | NH3.1
Spatial and temporal dynamics of monsoon-induced landslides in Nepal in 2020Kaushal Raj Gnyawali, Dwayne D. Tannant, Yogesh Bhattarai, Rijan Jayana, and Rocky Talchabhadel
In the monsoon season, landslides are major disasters in Nepal, causing loss of life and economic impacts. The landslides triggered in the 2020 monsoon (June – September) in Nepal caused more than 300 fatalities and affected about 800 families. A spatial and temporal database of landslides in this region does not exist, which has hindered an understanding of landslide dynamics and the development of a regional early warning system (EWS). In this study, we prepare a time-stamped (hourly) geo-referenced database of the landslides triggered by the 2020 monsoon in Nepal and investigate their dynamic trends. We track landslides from online news for each day during the monsoon to map their location and time. The database contains 332 mapped landslides, out of which accurate time stamps are available for 126 landslides. The spatial pattern shows a large concentration of landslides in central Nepal (districts of Parbat, Kaski, Myagdi, Baglung, Gulmi, and Syangja). The temporal pattern reveals that landslides in this region occur mostly during late night or early morning. We estimate hourly rainfall thresholds for landslide occurrence from the Integrated Multi-satellitE Retrievals for GPM (IMERG) rainfall product. The database and analysis provide a basis for estimating regional rainfall thresholds for Nepal and the design of an EWS.
How to cite: Gnyawali, K. R., Tannant, D. D., Bhattarai, Y., Jayana, R., and Talchabhadel, R.: Spatial and temporal dynamics of monsoon-induced landslides in Nepal in 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14000, https://doi.org/10.5194/egusphere-egu21-14000, 2021.
In the monsoon season, landslides are major disasters in Nepal, causing loss of life and economic impacts. The landslides triggered in the 2020 monsoon (June – September) in Nepal caused more than 300 fatalities and affected about 800 families. A spatial and temporal database of landslides in this region does not exist, which has hindered an understanding of landslide dynamics and the development of a regional early warning system (EWS). In this study, we prepare a time-stamped (hourly) geo-referenced database of the landslides triggered by the 2020 monsoon in Nepal and investigate their dynamic trends. We track landslides from online news for each day during the monsoon to map their location and time. The database contains 332 mapped landslides, out of which accurate time stamps are available for 126 landslides. The spatial pattern shows a large concentration of landslides in central Nepal (districts of Parbat, Kaski, Myagdi, Baglung, Gulmi, and Syangja). The temporal pattern reveals that landslides in this region occur mostly during late night or early morning. We estimate hourly rainfall thresholds for landslide occurrence from the Integrated Multi-satellitE Retrievals for GPM (IMERG) rainfall product. The database and analysis provide a basis for estimating regional rainfall thresholds for Nepal and the design of an EWS.
How to cite: Gnyawali, K. R., Tannant, D. D., Bhattarai, Y., Jayana, R., and Talchabhadel, R.: Spatial and temporal dynamics of monsoon-induced landslides in Nepal in 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14000, https://doi.org/10.5194/egusphere-egu21-14000, 2021.
EGU21-2243 | vPICO presentations | NH3.1
Exploring the potential of soil moisture reanalysis data for improving the identification of regional landslide triggering thresholdsNunziarita Palazzolo, David J. Peres, Enrico Creaco, and Antonino Cancelliere
Landslide triggering thresholds provide the rainfall conditions that are likely to trigger landslides, therefore their derivation is key for prediction purposes. Different variables can be considered for the identification of thresholds, which commonly are in the form of a power-law relationship linking rainfall event duration and intensity or cumulated event rainfall. The assessment of such rainfall thresholds generally neglects initial soil moisture conditions at each rainfall event, which are indeed a predisposing factor that can be crucial for the proper definition of the triggering scenario. Thus, more studies are needed to understand whether and the extent to which the integration of the initial soil moisture conditions with rainfall thresholds could improve the conventional precipitation-based approach. Although soil moisture data availability has hindered such type of studies, yet now this information is increasingly becoming available at the large scale, for instance as an output of meteorological reanalysis initiatives. In particular, in this study, we focus on the use of the ERA5-Land reanalysis soil moisture dataset. Climate reanalysis combines past observations with models in order to generate consistent time series and the ERA5-Land data actually provides the volume of water in soil layer at different depths and at global scale. Era5-Land project is, indeed, a global dataset at 9 km horizontal resolution in which atmospheric data are at an hourly scale from 1981 to present. Volumetric soil water data are available at four depths ranging from the surface level to 289 cm, namely 0-7 cm, 7-28 cm, 28-100 cm, and 100-289 cm. After collecting the rainfall and soil moisture data at the desired spatio-temporal resolution, together with the target data discriminating landslide and no-landslide events, we develop automatic triggering/non-triggering classifiers and test their performances via confusion matrix statistics. In particular, we compare the performances associated with the following set of precursors: a) event rainfall duration and depth (traditional approach), b) initial soil moisture at several soil depths, and c) event rainfall duration and depth and initial soil moisture at different depths. The approach is applied to the Oltrepò Pavese region (northern Italy), for which the historical observed landslides have been provided by the IFFI project (Italian landslides inventory). Results show that soil moisture may allow an improvement in the performances of the classifier, but that the quality of the landslide inventory is crucial.
How to cite: Palazzolo, N., Peres, D. J., Creaco, E., and Cancelliere, A.: Exploring the potential of soil moisture reanalysis data for improving the identification of regional landslide triggering thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2243, https://doi.org/10.5194/egusphere-egu21-2243, 2021.
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Landslide triggering thresholds provide the rainfall conditions that are likely to trigger landslides, therefore their derivation is key for prediction purposes. Different variables can be considered for the identification of thresholds, which commonly are in the form of a power-law relationship linking rainfall event duration and intensity or cumulated event rainfall. The assessment of such rainfall thresholds generally neglects initial soil moisture conditions at each rainfall event, which are indeed a predisposing factor that can be crucial for the proper definition of the triggering scenario. Thus, more studies are needed to understand whether and the extent to which the integration of the initial soil moisture conditions with rainfall thresholds could improve the conventional precipitation-based approach. Although soil moisture data availability has hindered such type of studies, yet now this information is increasingly becoming available at the large scale, for instance as an output of meteorological reanalysis initiatives. In particular, in this study, we focus on the use of the ERA5-Land reanalysis soil moisture dataset. Climate reanalysis combines past observations with models in order to generate consistent time series and the ERA5-Land data actually provides the volume of water in soil layer at different depths and at global scale. Era5-Land project is, indeed, a global dataset at 9 km horizontal resolution in which atmospheric data are at an hourly scale from 1981 to present. Volumetric soil water data are available at four depths ranging from the surface level to 289 cm, namely 0-7 cm, 7-28 cm, 28-100 cm, and 100-289 cm. After collecting the rainfall and soil moisture data at the desired spatio-temporal resolution, together with the target data discriminating landslide and no-landslide events, we develop automatic triggering/non-triggering classifiers and test their performances via confusion matrix statistics. In particular, we compare the performances associated with the following set of precursors: a) event rainfall duration and depth (traditional approach), b) initial soil moisture at several soil depths, and c) event rainfall duration and depth and initial soil moisture at different depths. The approach is applied to the Oltrepò Pavese region (northern Italy), for which the historical observed landslides have been provided by the IFFI project (Italian landslides inventory). Results show that soil moisture may allow an improvement in the performances of the classifier, but that the quality of the landslide inventory is crucial.
How to cite: Palazzolo, N., Peres, D. J., Creaco, E., and Cancelliere, A.: Exploring the potential of soil moisture reanalysis data for improving the identification of regional landslide triggering thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2243, https://doi.org/10.5194/egusphere-egu21-2243, 2021.
EGU21-9396 | vPICO presentations | NH3.1
Application of Kalman filter to reproduce displacement pattern along with the unknown soil properties of slow-moving landslidesMohit Mishra, Gildas Besançon, Guillaume Chambon, Laurent Baillet, Arnaud Watlet, James S. Whiteley, James P. Boyd, and Jonathan E. Chambers
Landslides display heterogeneity in movement types and rates, ranging from creeping motion to catastrophic acceleration. In most of the catastrophic events, rocks, debris, or soil can travel at several tens of meters per year speed, causing significant cost in life losses, infrastructure, economy, and ecosystem of the region. In contrast, slow-moving landslides display typical velocities scaling from few centimeters to several meters per year. Although slow-moving landslides rarely claim life losses, they can still cause considerable damage to public and private infrastructure. Sometimes these slow, persistent landslides eventually lead to catastrophic acceleration, e.g., clayey landslides are prone to these transitions. Such events need to be detected by Early Warning Systems (EWS) in advance to take timely actions to reduce life and economic losses. Several approaches are proposed to forecast the time of failure; still, there is a need to improve prediction strategies and EWS’s.
Here we present state and parameter estimation for a simplified viscoplastic sliding model of a landslide using a Kalman filter approach, which is termed as an observer problem in control theory. The model under investigation is based on underlying mechanics (physics-based model) that portray a landslide behavior. In this model, a slide block is assumed to be placed on an inclined surface, where landslide (slide block) motion is regulated by basal pore fluid pressure and opposed by sliding resistance governed by friction, cohesion, and viscosity. This model is described by an Ordinary Differential Equation (ODE) with displacement as a state and landslide material and geometrical properties as parameters. In this approach, known parameter values (landslide geometrical parameters and some material properties) and water table height time-series are provided as input. Finally, two illustrative examples validate the presented approach: i) a synthetic case study and ii) Hollin hill landslide (Uhlemann et al., 2016) field data.
In both examples, displacement, friction angle, and viscosity are well estimated from known parameter values, water table height time-series, and displacement measurements. In the simulation results for the Hollin Hill field data, it is observed that friction angle almost remains constant while viscosity varies significantly through time.
Uhlemann, S., Smith, A., Chambers, J., Dixon, N., Dijkstra, T., Haslam, E., Meldrum P., Merritt, A., Gunn, D., and Mackay, J., (2016). Assessment of ground-based monitoring techniques applied to landslide investigations. Geomorphology, 253, 438-451. doi:10.1016/j.geomorph.2015.10.027.
How to cite: Mishra, M., Besançon, G., Chambon, G., Baillet, L., Watlet, A., Whiteley, J. S., Boyd, J. P., and Chambers, J. E.: Application of Kalman filter to reproduce displacement pattern along with the unknown soil properties of slow-moving landslides, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9396, https://doi.org/10.5194/egusphere-egu21-9396, 2021.
Landslides display heterogeneity in movement types and rates, ranging from creeping motion to catastrophic acceleration. In most of the catastrophic events, rocks, debris, or soil can travel at several tens of meters per year speed, causing significant cost in life losses, infrastructure, economy, and ecosystem of the region. In contrast, slow-moving landslides display typical velocities scaling from few centimeters to several meters per year. Although slow-moving landslides rarely claim life losses, they can still cause considerable damage to public and private infrastructure. Sometimes these slow, persistent landslides eventually lead to catastrophic acceleration, e.g., clayey landslides are prone to these transitions. Such events need to be detected by Early Warning Systems (EWS) in advance to take timely actions to reduce life and economic losses. Several approaches are proposed to forecast the time of failure; still, there is a need to improve prediction strategies and EWS’s.
Here we present state and parameter estimation for a simplified viscoplastic sliding model of a landslide using a Kalman filter approach, which is termed as an observer problem in control theory. The model under investigation is based on underlying mechanics (physics-based model) that portray a landslide behavior. In this model, a slide block is assumed to be placed on an inclined surface, where landslide (slide block) motion is regulated by basal pore fluid pressure and opposed by sliding resistance governed by friction, cohesion, and viscosity. This model is described by an Ordinary Differential Equation (ODE) with displacement as a state and landslide material and geometrical properties as parameters. In this approach, known parameter values (landslide geometrical parameters and some material properties) and water table height time-series are provided as input. Finally, two illustrative examples validate the presented approach: i) a synthetic case study and ii) Hollin hill landslide (Uhlemann et al., 2016) field data.
In both examples, displacement, friction angle, and viscosity are well estimated from known parameter values, water table height time-series, and displacement measurements. In the simulation results for the Hollin Hill field data, it is observed that friction angle almost remains constant while viscosity varies significantly through time.
Uhlemann, S., Smith, A., Chambers, J., Dixon, N., Dijkstra, T., Haslam, E., Meldrum P., Merritt, A., Gunn, D., and Mackay, J., (2016). Assessment of ground-based monitoring techniques applied to landslide investigations. Geomorphology, 253, 438-451. doi:10.1016/j.geomorph.2015.10.027.
How to cite: Mishra, M., Besançon, G., Chambon, G., Baillet, L., Watlet, A., Whiteley, J. S., Boyd, J. P., and Chambers, J. E.: Application of Kalman filter to reproduce displacement pattern along with the unknown soil properties of slow-moving landslides, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9396, https://doi.org/10.5194/egusphere-egu21-9396, 2021.
EGU21-10784 | vPICO presentations | NH3.1
Global quantification of InSAR sensitivity for landslide deformation trackingAdriaan van Natijne, Roderik Lindenbergh, and Thom Bogaard
Landslides are lurking hazards, that often remains unnoticed. Fortunately, unstable slopes frequently show precursory deformation preceding more destructive accelerations. Thanks to satellite remote sensing, regional deformation monitoring is now available in near real-time.
Deformation time series are required for both training and validation of models for landslide nowcasting and forecasting. Various studies have shown that satellite Interferometric Synthetic Aperture Radar (InSAR) is capable of delivering the desired deformation time series. Although satellite radar data, such as from the Copernicus Sentinel-1 program, is freely available, application is not (yet) straightforward: InSAR processing is complex, computational intensive and requires specialist knowledge. Moreover, assessment of the potential of the technique on specific slopes requires experience.
Therefore, we present two concepts to a-priori assess the potential of InSAR landslide deformation tracking. First, the sensitivity index, available globally, indicates the minimum visibility of deformation in the radar signal on any slope. Second, the detection potential indicator, provided as Google Earth Engine application, performs a preliminary analysis of the Sentinel-1 data available at any specific location. Our analysis shows that on 89% of the world's slopes deformation is likely to be detectable with InSAR.
The detection potential indicator is a valuable tool in the project planning phase, while exploring the site specific possibilities for InSAR deformation monitoring. Furthermore, the sensitivity index provides overview of the slopes where large scale, machine learning driven, landslide nowcasting and forecasting are likely to succeed. We will present an analysis of the global sensitivity index, as well as demonstrate how to apply our detection potential application on a case study.
How to cite: van Natijne, A., Lindenbergh, R., and Bogaard, T.: Global quantification of InSAR sensitivity for landslide deformation tracking, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10784, https://doi.org/10.5194/egusphere-egu21-10784, 2021.
Landslides are lurking hazards, that often remains unnoticed. Fortunately, unstable slopes frequently show precursory deformation preceding more destructive accelerations. Thanks to satellite remote sensing, regional deformation monitoring is now available in near real-time.
Deformation time series are required for both training and validation of models for landslide nowcasting and forecasting. Various studies have shown that satellite Interferometric Synthetic Aperture Radar (InSAR) is capable of delivering the desired deformation time series. Although satellite radar data, such as from the Copernicus Sentinel-1 program, is freely available, application is not (yet) straightforward: InSAR processing is complex, computational intensive and requires specialist knowledge. Moreover, assessment of the potential of the technique on specific slopes requires experience.
Therefore, we present two concepts to a-priori assess the potential of InSAR landslide deformation tracking. First, the sensitivity index, available globally, indicates the minimum visibility of deformation in the radar signal on any slope. Second, the detection potential indicator, provided as Google Earth Engine application, performs a preliminary analysis of the Sentinel-1 data available at any specific location. Our analysis shows that on 89% of the world's slopes deformation is likely to be detectable with InSAR.
The detection potential indicator is a valuable tool in the project planning phase, while exploring the site specific possibilities for InSAR deformation monitoring. Furthermore, the sensitivity index provides overview of the slopes where large scale, machine learning driven, landslide nowcasting and forecasting are likely to succeed. We will present an analysis of the global sensitivity index, as well as demonstrate how to apply our detection potential application on a case study.
How to cite: van Natijne, A., Lindenbergh, R., and Bogaard, T.: Global quantification of InSAR sensitivity for landslide deformation tracking, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10784, https://doi.org/10.5194/egusphere-egu21-10784, 2021.
EGU21-2443 | vPICO presentations | NH3.1
Landslide size matters: a new spatial predictive paradigmLuigi Lombardo, Hakan Tanyas, Raphaël Huser, Fausto Guzzetti, and Daniela Castro Camilo
The standard definition of landslide hazard requires the estimation of where, when (or how frequently) and how large a given landslide event may be. The geomorphological community involved in statistical models has addressed the component pertaining to how large a landslide event may be by introducing the concept of landslide-event magnitude scale. This scale, which depends on the planimetric area of the given population of landslides, in analogy to the earthquake magnitude, has been expressed with a single value per landslide event. As a result, the geographic or spatially-distributed estimation of how large a population of landslide may be when considered at the slope scale, has been disregarded in statistically-based landslide hazard studies. Conversely, the estimation of the landslide extent has been commonly part of physically-based applications, though their implementation is often limited to very small regions.
In this work, we initially present a review of methods developed for landslide hazard assessment since its first conception decades ago. Subsequently, we introduce for the first time a statistically-based model able to estimate the planimetric area of landslides aggregated per slope units. More specifically, we implemented a Bayesian version of a Generalized Additive Model where the maximum landslide sizes per slope unit and the sum of all landslide sizes per slope unit are predicted via a Log-Gaussian model. These ''max'' and ''sum'' models capture the spatial distribution of landslide sizes. We tested these models on a global dataset expressing the distribution of co-seismic landslides due to 24 earthquakes across the globe. The two models we present are both evaluated on a suite of performance diagnostics that suggest our models suitably predict the aggregated landslide extent per slope unit. In addition to a complex procedure involving variable selection and a spatial uncertainty estimation, we built our model over slopes where landslides triggered in response to seismic shaking, and simulated the expected failing surface over slopes where the landslides did not occur in the past.
What we achieved is the first statistically-based model in the literature able to provide information about the extent of the failed surface across a given landscape. This information is vital in landslide hazard studies and should be combined with the estimation of landslide occurrence locations. This could ensure that governmental and territorial agencies have a complete probabilistic overview of how a population of landslides could behave in response to a specific trigger.
The predictive models we present are currently valid only for the 24 cases we tested. Statistically estimating landslide extents is still at its infancy stage. Many more applications should be successfully validated before considering such models in an operational way. For instance, the validity of our models should still be verified at the regional or catchment scale, as much as it needs to be tested for different landslide types and triggers. However, we envision that this new spatial predictive paradigm could be a breakthrough in the literature and, in time, could even become part of official landslide risk assessment protocols.
How to cite: Lombardo, L., Tanyas, H., Huser, R., Guzzetti, F., and Castro Camilo, D.: Landslide size matters: a new spatial predictive paradigm, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2443, https://doi.org/10.5194/egusphere-egu21-2443, 2021.
The standard definition of landslide hazard requires the estimation of where, when (or how frequently) and how large a given landslide event may be. The geomorphological community involved in statistical models has addressed the component pertaining to how large a landslide event may be by introducing the concept of landslide-event magnitude scale. This scale, which depends on the planimetric area of the given population of landslides, in analogy to the earthquake magnitude, has been expressed with a single value per landslide event. As a result, the geographic or spatially-distributed estimation of how large a population of landslide may be when considered at the slope scale, has been disregarded in statistically-based landslide hazard studies. Conversely, the estimation of the landslide extent has been commonly part of physically-based applications, though their implementation is often limited to very small regions.
In this work, we initially present a review of methods developed for landslide hazard assessment since its first conception decades ago. Subsequently, we introduce for the first time a statistically-based model able to estimate the planimetric area of landslides aggregated per slope units. More specifically, we implemented a Bayesian version of a Generalized Additive Model where the maximum landslide sizes per slope unit and the sum of all landslide sizes per slope unit are predicted via a Log-Gaussian model. These ''max'' and ''sum'' models capture the spatial distribution of landslide sizes. We tested these models on a global dataset expressing the distribution of co-seismic landslides due to 24 earthquakes across the globe. The two models we present are both evaluated on a suite of performance diagnostics that suggest our models suitably predict the aggregated landslide extent per slope unit. In addition to a complex procedure involving variable selection and a spatial uncertainty estimation, we built our model over slopes where landslides triggered in response to seismic shaking, and simulated the expected failing surface over slopes where the landslides did not occur in the past.
What we achieved is the first statistically-based model in the literature able to provide information about the extent of the failed surface across a given landscape. This information is vital in landslide hazard studies and should be combined with the estimation of landslide occurrence locations. This could ensure that governmental and territorial agencies have a complete probabilistic overview of how a population of landslides could behave in response to a specific trigger.
The predictive models we present are currently valid only for the 24 cases we tested. Statistically estimating landslide extents is still at its infancy stage. Many more applications should be successfully validated before considering such models in an operational way. For instance, the validity of our models should still be verified at the regional or catchment scale, as much as it needs to be tested for different landslide types and triggers. However, we envision that this new spatial predictive paradigm could be a breakthrough in the literature and, in time, could even become part of official landslide risk assessment protocols.
How to cite: Lombardo, L., Tanyas, H., Huser, R., Guzzetti, F., and Castro Camilo, D.: Landslide size matters: a new spatial predictive paradigm, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2443, https://doi.org/10.5194/egusphere-egu21-2443, 2021.
EGU21-13474 | vPICO presentations | NH3.1
Regional-scale susceptibility modelling of shallow landslides involving the weathered and fractured sub-surface bedrockEnrico D'Addario, Leonardo Disperati, Josè Luis Zezerè, Raquel Melo, and Sergio Cruz Oliveira
Landsliding is a complex phenomenon and its modelling aimed at predicting where the processes are most likely to occur is a tricky issue to be performed. Apart the chosen modelling approach, for both data-driven and physically-based models, paying adequate attention to the predisposing and triggering factors, as well as the input parameters is no less important. Generally, shallow landslides mobilize relatively small volumes of material sliding along a nearly planar rupture surface which is assumed to be roughly parallel to the ground surface. In the literature it is also widely accepted that shallow landslides involve only unconsolidated slope deposits (i.e., the colluvium), then the rupture surface corresponds to the discontinuity between the bedrock and the overlying loose soil. In this work, based on systematic field observations, we highlight that shallow landslides often involve also portions of the sub-surface bedrock showing different levels of weathering and fracturing. Then, we show that the engineering geological properties of slope deposits, as well as those related to the underlying bedrock, must be considered to obtain more reliable shallow landslides susceptibility assessment. As a first task, a multi-temporal shallow landslide inventory was built by photointerpretation of aerial orthoimages. Then, a new fieldwork-based method is proposed and implemented to acquire, process and spatialize the engineering geological properties of both slope deposits and bedrock. To support the regional scale approach, field observations were collected within, in the neighbour and far from the shallow landslide areas. Finally, both physically-based and data-driven methods were implemented to assess and compare shallow landslide susceptibility at regional scale, as well as to analyse the role of spatial distribution of rock mass quality for shallow slope failure development. The results highlight that, according to geology, structural setting and morphometric conditions, bedrock properties spatially change, defining clusters influencing both the distribution and characters of shallow landslides. As a consequence, the physically-based modelling provides better prediction accuracy when two possible rupture surfaces are analysed, the shallower one located at the slope deposit / bedrock discontinuity, and the deeper one located at the bottom of the fractured and weathered bedrock horizon. Even though the physically-based and data-driven models provide similar results in terms of ROC curves, the resulting susceptibility maps highlight quite substantial differences.
How to cite: D'Addario, E., Disperati, L., Zezerè, J. L., Melo, R., and Oliveira, S. C.: Regional-scale susceptibility modelling of shallow landslides involving the weathered and fractured sub-surface bedrock, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13474, https://doi.org/10.5194/egusphere-egu21-13474, 2021.
Landsliding is a complex phenomenon and its modelling aimed at predicting where the processes are most likely to occur is a tricky issue to be performed. Apart the chosen modelling approach, for both data-driven and physically-based models, paying adequate attention to the predisposing and triggering factors, as well as the input parameters is no less important. Generally, shallow landslides mobilize relatively small volumes of material sliding along a nearly planar rupture surface which is assumed to be roughly parallel to the ground surface. In the literature it is also widely accepted that shallow landslides involve only unconsolidated slope deposits (i.e., the colluvium), then the rupture surface corresponds to the discontinuity between the bedrock and the overlying loose soil. In this work, based on systematic field observations, we highlight that shallow landslides often involve also portions of the sub-surface bedrock showing different levels of weathering and fracturing. Then, we show that the engineering geological properties of slope deposits, as well as those related to the underlying bedrock, must be considered to obtain more reliable shallow landslides susceptibility assessment. As a first task, a multi-temporal shallow landslide inventory was built by photointerpretation of aerial orthoimages. Then, a new fieldwork-based method is proposed and implemented to acquire, process and spatialize the engineering geological properties of both slope deposits and bedrock. To support the regional scale approach, field observations were collected within, in the neighbour and far from the shallow landslide areas. Finally, both physically-based and data-driven methods were implemented to assess and compare shallow landslide susceptibility at regional scale, as well as to analyse the role of spatial distribution of rock mass quality for shallow slope failure development. The results highlight that, according to geology, structural setting and morphometric conditions, bedrock properties spatially change, defining clusters influencing both the distribution and characters of shallow landslides. As a consequence, the physically-based modelling provides better prediction accuracy when two possible rupture surfaces are analysed, the shallower one located at the slope deposit / bedrock discontinuity, and the deeper one located at the bottom of the fractured and weathered bedrock horizon. Even though the physically-based and data-driven models provide similar results in terms of ROC curves, the resulting susceptibility maps highlight quite substantial differences.
How to cite: D'Addario, E., Disperati, L., Zezerè, J. L., Melo, R., and Oliveira, S. C.: Regional-scale susceptibility modelling of shallow landslides involving the weathered and fractured sub-surface bedrock, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13474, https://doi.org/10.5194/egusphere-egu21-13474, 2021.
EGU21-14076 | vPICO presentations | NH3.1
From local to regional 3D litho-structural modelling: a methodology towards multi-scale landslide susceptibility and hazard assessmentLucie Guillen, Séverine Caritg, Pierre Bourbon, Thomas Dewez, Clara Lévy, Alessia Cuccurullo, Christophe Garnier, Domenico Gallipoli, and Yannick Thiery
A 3D litho-structural model synthetizes a geological setting by defining 3D geometries of lithological layers considering stratigraphic relationships, weathering and tectonics. It combines quantitative and qualitative data from different dimensions and acquisition types (field measures and observations, geophysics, boreholes, DEM) into a single structured database. This aesthetic 3D representation enables to work on the same object, despite different sources of datasets, making it a highly useful integrative tool for various ways to monitor and analyze landslides prone areas.
This type of model is used on site scale for large phenomena, for a better understanding of their internal structure and to extract information to be included for failure numerical modelling. However, there are a very few examples of 3D geological models used for large areas subject to spatially limited events. Indeed, the transition from 2D to 3D information remains difficult, especially in case of sparse input data, reinforcing 3D interpretation uncertainties and decreasing the robustness of the model. Thus, most of regional scale geological 3D models used for landslides analyses are simplified and the different lithological layers used for susceptibility and hazard assessments suffer from uncertainties difficult to quantify.
The aim of this contribution is to show how two local scale 3D geological models can contribute and improve the robustness of a regional 3D geological model for the purpose of landslide susceptibility and hazard assessment. The local and regional 3D geological models integrate different data types of uneven quality by successive iterations, to interpret structural and lithological layers geometries with GeoModeller. This software is based on cokriging calculation method of orientation and location of geological interfaces and faults. The regional model will be compared to the local 3D models results, as references to assess regional model uncertainties. This iterative process enables to improve each 3D model with different data sets from one scale to another. Still, models results must be confirmed by field validation to reduce uncertainties as much as possible.
This study focuses on the 40 km long French Basque coast in the southwest of France, which presents complex faulting and geological heterogeneities inherited from the Pyrenean orogeny – these are relatively well mapped along the shore. Both of the local sites are different and characteristic of regional coastal geomorphological types and of specific lithological formations. These are made of flyschs, limestones and marls, the top of which are more or less weathered and capped by Quaternary detritic formations of variable thickness. This coast is subject to various types of shallow and moderately deep instabilities (slides, rockfalls and flows). By defining the geometry of lithology and faults, the 3D models results will enable to:
- Characterize how lithology and structures, as predisposition factors, influence landslides susceptibility to specific landslide types,
- Integrate lithological layers and structural discontinuities to physical-based models to assess landslide susceptibility and hazard on regional (1 : 25,000) and on local (1 : 2,500) scales,
- Improve the geological knowledge of the French Basque coast.
How to cite: Guillen, L., Caritg, S., Bourbon, P., Dewez, T., Lévy, C., Cuccurullo, A., Garnier, C., Gallipoli, D., and Thiery, Y.: From local to regional 3D litho-structural modelling: a methodology towards multi-scale landslide susceptibility and hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14076, https://doi.org/10.5194/egusphere-egu21-14076, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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A 3D litho-structural model synthetizes a geological setting by defining 3D geometries of lithological layers considering stratigraphic relationships, weathering and tectonics. It combines quantitative and qualitative data from different dimensions and acquisition types (field measures and observations, geophysics, boreholes, DEM) into a single structured database. This aesthetic 3D representation enables to work on the same object, despite different sources of datasets, making it a highly useful integrative tool for various ways to monitor and analyze landslides prone areas.
This type of model is used on site scale for large phenomena, for a better understanding of their internal structure and to extract information to be included for failure numerical modelling. However, there are a very few examples of 3D geological models used for large areas subject to spatially limited events. Indeed, the transition from 2D to 3D information remains difficult, especially in case of sparse input data, reinforcing 3D interpretation uncertainties and decreasing the robustness of the model. Thus, most of regional scale geological 3D models used for landslides analyses are simplified and the different lithological layers used for susceptibility and hazard assessments suffer from uncertainties difficult to quantify.
The aim of this contribution is to show how two local scale 3D geological models can contribute and improve the robustness of a regional 3D geological model for the purpose of landslide susceptibility and hazard assessment. The local and regional 3D geological models integrate different data types of uneven quality by successive iterations, to interpret structural and lithological layers geometries with GeoModeller. This software is based on cokriging calculation method of orientation and location of geological interfaces and faults. The regional model will be compared to the local 3D models results, as references to assess regional model uncertainties. This iterative process enables to improve each 3D model with different data sets from one scale to another. Still, models results must be confirmed by field validation to reduce uncertainties as much as possible.
This study focuses on the 40 km long French Basque coast in the southwest of France, which presents complex faulting and geological heterogeneities inherited from the Pyrenean orogeny – these are relatively well mapped along the shore. Both of the local sites are different and characteristic of regional coastal geomorphological types and of specific lithological formations. These are made of flyschs, limestones and marls, the top of which are more or less weathered and capped by Quaternary detritic formations of variable thickness. This coast is subject to various types of shallow and moderately deep instabilities (slides, rockfalls and flows). By defining the geometry of lithology and faults, the 3D models results will enable to:
- Characterize how lithology and structures, as predisposition factors, influence landslides susceptibility to specific landslide types,
- Integrate lithological layers and structural discontinuities to physical-based models to assess landslide susceptibility and hazard on regional (1 : 25,000) and on local (1 : 2,500) scales,
- Improve the geological knowledge of the French Basque coast.
How to cite: Guillen, L., Caritg, S., Bourbon, P., Dewez, T., Lévy, C., Cuccurullo, A., Garnier, C., Gallipoli, D., and Thiery, Y.: From local to regional 3D litho-structural modelling: a methodology towards multi-scale landslide susceptibility and hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14076, https://doi.org/10.5194/egusphere-egu21-14076, 2021.
EGU21-16029 | vPICO presentations | NH3.1
Towards Large-area Dynamic Modeling of Landslides Hazard and Risk with Spatiotemporal Point ProcessesMassimiliano Pittore, Ugur Oezturk, and Stefan Steger
Landslides are one of the most relevant natural threat in mountainous regions, resulting each year in billion of direct and indirect losses incurred worldwide. Furthermore, it is widely acknowledged that these processes are both strongly dependent on local geomorphological, geological and environmental features and highly sensitive to weather- and climate-related events such as intense precipitation or snowmelt. However, most regional landslides hazard and risk models to date struggle capturing this complex interplay of quasi-static and dynamic drivers and triggering factors, hence severely hampering their operational use for implementing timely risk mitigation and adaptation measures.
We aim to introduce a sound and relatively straightforward geostatistical approach to landslides hazard and risk modelling based on heterogeneous spatiotemporal point processes, which has potential for the assimilation of empirical observations from different sources (including, e.g., remote sensing) for iterative calibration and free from thresholds of continuous monitoring parameters. Such approach could be efficiently used to obtain large-area, near-real time stochastic simulation of landslide processes as input to further risk analysis and management activities by civil protection authorities and policy planners. Perspectives and limitations of the proposed approach stemming from a preliminary exemplification in a case study in Central Asia will be outlined and discussed.
How to cite: Pittore, M., Oezturk, U., and Steger, S.: Towards Large-area Dynamic Modeling of Landslides Hazard and Risk with Spatiotemporal Point Processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16029, https://doi.org/10.5194/egusphere-egu21-16029, 2021.
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Landslides are one of the most relevant natural threat in mountainous regions, resulting each year in billion of direct and indirect losses incurred worldwide. Furthermore, it is widely acknowledged that these processes are both strongly dependent on local geomorphological, geological and environmental features and highly sensitive to weather- and climate-related events such as intense precipitation or snowmelt. However, most regional landslides hazard and risk models to date struggle capturing this complex interplay of quasi-static and dynamic drivers and triggering factors, hence severely hampering their operational use for implementing timely risk mitigation and adaptation measures.
We aim to introduce a sound and relatively straightforward geostatistical approach to landslides hazard and risk modelling based on heterogeneous spatiotemporal point processes, which has potential for the assimilation of empirical observations from different sources (including, e.g., remote sensing) for iterative calibration and free from thresholds of continuous monitoring parameters. Such approach could be efficiently used to obtain large-area, near-real time stochastic simulation of landslide processes as input to further risk analysis and management activities by civil protection authorities and policy planners. Perspectives and limitations of the proposed approach stemming from a preliminary exemplification in a case study in Central Asia will be outlined and discussed.
How to cite: Pittore, M., Oezturk, U., and Steger, S.: Towards Large-area Dynamic Modeling of Landslides Hazard and Risk with Spatiotemporal Point Processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16029, https://doi.org/10.5194/egusphere-egu21-16029, 2021.
EGU21-1532 | vPICO presentations | NH3.1
Natural and man-induced landslides formation factors in the Transcarpathia (Ukraine)Stella Shekhunova, Svitlana Stadnichenko, Natalia Siumar, and Maryna Aleksieienkova
Among all exogenous geological processes that develop in the Transcarpathian region, landslides are the most common ones. Considering the multifactorial nature of landslide formation and the difficulty of their prediction, landslides are a potential factor of emergency occurrence. According to the data provided by the State Emergency Service of Ukraine and the State Geological Information Fund of Ukraine, as of 01/01/2020, 3 288 landslides of 385.21 sq. km total area were mapped and entered in the region cadastre; six of those activated fully or partially on the area of 0.030096 sq. km. Therefore, the aim of this study is to identify the main and derived geological factors that determine the spreading and activation of landslides in the Transcarpathian region by employing spatial statistical analysis.
The initial information is represented by : 1) the database and landslide inventory map for the Transcarpathian region (compiled by the authors); 2) the relief horizontal corresponding to the topographical background of the scale 1:200 000, and 3) the tectonic disturbance map derived from a geological map of the scale 1:100 000. To establish the spatial patterns of landslide formation, the effects of the territory relief, its derivatives, structural and tectonic conditions on the distribution of landslides have been analyzed.
In addition, the region examined is the territory with a significant level of anthropogenic impact on the geological environment, which creates a number of man-made factors affecting the formation and activation of landslides, such as cutting of slopes, deforestation, slope plowing, excessive cattle grazing, mining activities, etc.
That can be exemplified by the destructive activation of an ancient landslide on the Tysa River right bank between Bila Tserkva and Velykyi Bychkiv villages. During the railway construction, the slope was cut to a height of 10–15 m, and landslide prevention works were not carried out. As a result, after a few years, a landslide developed there, which inflicted heavy costs of constructing a retaining wall. But the retaining wall was built on a shear body above the sliding mirror. In the spring of 2004, the displacement intensified, destroying the retaining wall. Periodically, a shift tongue blocks the Uzhhorod–Rakhiv highway roadbed.
The analysis shows that a significant number of landslides have not reached their baseline, i.e., under unfavorable conditions, their activation is possible.
Thus, the abovementioned anthropogenic activities tend to overlap natural landslide formation factors, increasing the risk of landslide hazards in the Transcarpathian region.
As a result, the spatial patterns of landslide occurrence have been determined by processing a large array of primary cartographic information. Subsequent mapping of the areas, based on the obtained reliable characteristic limit values of established landslide formation factors (steepness, altitude, the spatial orientation of slopes, connection with structural and tectonic heterogeneities) provides a forecast map for the most likely areas of landslide occurrence in the Transcarpathian region.
This study was initiated in the framework of the project ImProDiReT-783232 ‘Improving Disaster Risk Reduction in Transcarpathian Region, Ukraine’ (funded by the EU DG-ECHO) and also supported with governmental co-financing for the NAS of Ukraine under the state budget program CPCEL 6541230.
How to cite: Shekhunova, S., Stadnichenko, S., Siumar, N., and Aleksieienkova, M.: Natural and man-induced landslides formation factors in the Transcarpathia (Ukraine), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1532, https://doi.org/10.5194/egusphere-egu21-1532, 2021.
Among all exogenous geological processes that develop in the Transcarpathian region, landslides are the most common ones. Considering the multifactorial nature of landslide formation and the difficulty of their prediction, landslides are a potential factor of emergency occurrence. According to the data provided by the State Emergency Service of Ukraine and the State Geological Information Fund of Ukraine, as of 01/01/2020, 3 288 landslides of 385.21 sq. km total area were mapped and entered in the region cadastre; six of those activated fully or partially on the area of 0.030096 sq. km. Therefore, the aim of this study is to identify the main and derived geological factors that determine the spreading and activation of landslides in the Transcarpathian region by employing spatial statistical analysis.
The initial information is represented by : 1) the database and landslide inventory map for the Transcarpathian region (compiled by the authors); 2) the relief horizontal corresponding to the topographical background of the scale 1:200 000, and 3) the tectonic disturbance map derived from a geological map of the scale 1:100 000. To establish the spatial patterns of landslide formation, the effects of the territory relief, its derivatives, structural and tectonic conditions on the distribution of landslides have been analyzed.
In addition, the region examined is the territory with a significant level of anthropogenic impact on the geological environment, which creates a number of man-made factors affecting the formation and activation of landslides, such as cutting of slopes, deforestation, slope plowing, excessive cattle grazing, mining activities, etc.
That can be exemplified by the destructive activation of an ancient landslide on the Tysa River right bank between Bila Tserkva and Velykyi Bychkiv villages. During the railway construction, the slope was cut to a height of 10–15 m, and landslide prevention works were not carried out. As a result, after a few years, a landslide developed there, which inflicted heavy costs of constructing a retaining wall. But the retaining wall was built on a shear body above the sliding mirror. In the spring of 2004, the displacement intensified, destroying the retaining wall. Periodically, a shift tongue blocks the Uzhhorod–Rakhiv highway roadbed.
The analysis shows that a significant number of landslides have not reached their baseline, i.e., under unfavorable conditions, their activation is possible.
Thus, the abovementioned anthropogenic activities tend to overlap natural landslide formation factors, increasing the risk of landslide hazards in the Transcarpathian region.
As a result, the spatial patterns of landslide occurrence have been determined by processing a large array of primary cartographic information. Subsequent mapping of the areas, based on the obtained reliable characteristic limit values of established landslide formation factors (steepness, altitude, the spatial orientation of slopes, connection with structural and tectonic heterogeneities) provides a forecast map for the most likely areas of landslide occurrence in the Transcarpathian region.
This study was initiated in the framework of the project ImProDiReT-783232 ‘Improving Disaster Risk Reduction in Transcarpathian Region, Ukraine’ (funded by the EU DG-ECHO) and also supported with governmental co-financing for the NAS of Ukraine under the state budget program CPCEL 6541230.
How to cite: Shekhunova, S., Stadnichenko, S., Siumar, N., and Aleksieienkova, M.: Natural and man-induced landslides formation factors in the Transcarpathia (Ukraine), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1532, https://doi.org/10.5194/egusphere-egu21-1532, 2021.
EGU21-861 | vPICO presentations | NH3.1
National scale soil sealing monitoring data as a new explanatory variable for landslide susceptibility modelsTania Luti, Samuele Segoni, Michele Munafò, and Nicola Casagli
It is widely known that human activities can negatively affect the equilibrium of slope systems, triggering or predisposing to landslides. In Italy, ISPRA (Italian Institute for Environmental Protection Research) uses remote sensing techniques to monitor the expansion of artificialization of the territory and releases every year an updated map of soil sealing, which is defined as the destruction or covering of natural soils by totally or partially impermeable artificial material. The soil sealing map covers the entire national territory and has a fine spatial resolution (10 m).
In this work, for the first time, soil sealing indicators are used as explanatory variables in a landslide susceptibility assessment. Three new parameters were derived from the raw soil sealing map: “soil sealing aggregation” (continuous variable expressing the percentage of sealed soil within each mapping unit), “soil sealing” (categorical variable expressing if a mapping unit is mainly natural or sealed), “urbanization” (categorical variable subdividing each unit into natural, semi-urbanized, or urbanized).
These parameters were added to a set of state-of-the-art explanatory variables in a random forest landslide susceptibility model. In particular, the parameters derived from soil sealing were compared with two state-of-the-art parameters widely used to account for human disturbance: land cover/land use (as derived from a CORINE land cover map) and road network.
Results were compared in terms of AUC (area under receiver operating characteristics curve, expressing the overall effectiveness of the configurations tested) and out-of-bag-error (used to quantify the relative importance of each variable). We found that the parameter “soil sealing aggregation” significantly enhanced the model performances. The results open new perspectives for the use of data derived from soil sealing monitoring programs to improve landslide hazard studies.
How to cite: Luti, T., Segoni, S., Munafò, M., and Casagli, N.: National scale soil sealing monitoring data as a new explanatory variable for landslide susceptibility models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-861, https://doi.org/10.5194/egusphere-egu21-861, 2021.
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It is widely known that human activities can negatively affect the equilibrium of slope systems, triggering or predisposing to landslides. In Italy, ISPRA (Italian Institute for Environmental Protection Research) uses remote sensing techniques to monitor the expansion of artificialization of the territory and releases every year an updated map of soil sealing, which is defined as the destruction or covering of natural soils by totally or partially impermeable artificial material. The soil sealing map covers the entire national territory and has a fine spatial resolution (10 m).
In this work, for the first time, soil sealing indicators are used as explanatory variables in a landslide susceptibility assessment. Three new parameters were derived from the raw soil sealing map: “soil sealing aggregation” (continuous variable expressing the percentage of sealed soil within each mapping unit), “soil sealing” (categorical variable expressing if a mapping unit is mainly natural or sealed), “urbanization” (categorical variable subdividing each unit into natural, semi-urbanized, or urbanized).
These parameters were added to a set of state-of-the-art explanatory variables in a random forest landslide susceptibility model. In particular, the parameters derived from soil sealing were compared with two state-of-the-art parameters widely used to account for human disturbance: land cover/land use (as derived from a CORINE land cover map) and road network.
Results were compared in terms of AUC (area under receiver operating characteristics curve, expressing the overall effectiveness of the configurations tested) and out-of-bag-error (used to quantify the relative importance of each variable). We found that the parameter “soil sealing aggregation” significantly enhanced the model performances. The results open new perspectives for the use of data derived from soil sealing monitoring programs to improve landslide hazard studies.
How to cite: Luti, T., Segoni, S., Munafò, M., and Casagli, N.: National scale soil sealing monitoring data as a new explanatory variable for landslide susceptibility models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-861, https://doi.org/10.5194/egusphere-egu21-861, 2021.
NH3.2 – Debris flows: advances on mechanics, controlling factors, monitoring, modelling and risk management
EGU21-15175 | vPICO presentations | NH3.2 | Highlight
Uncertainty in debris flow rainfall thresholdsMatteo Berti and Alessandro Simoni
Rainfall is the most significant factor for debris flows triggering. Water is needed to saturate the soil, initiate the sediment motion (regardless of the mobilization mechanism) and transform the solid debris into a fluid mass that can move rapidly downslope. This water is commonly provided by rainfall or rainfall and snowmelt. Consequently, most warning systems rely on the use of rainfall thresholds to predict debris flow occurrence. Debris flows thresholds are usually empirically-derived from the rainfall records that caused past debris flows in a certain area, using a combination of selected precipitation measurements (such as event rainfall P, duration D, or average intensity I) that describe critical rainfall conditions. Recent years have also seen a growing interest in the use of coupled hydrological and slope stability models to derive physically-based thresholds for shallow landslide initiation.
In both cases, rainfall thresholds are affected by significant uncertainty. Sources of uncertainty include: measurement errors; spatial variability of the rainfall field; incomplete or uncertain debris flow inventory; subjective definition of the “rainfall event”; use of subjective criteria to define the critical conditions; uncertainty in model parameters (for physically-based approaches). Rainfall measurement is widely recognized as a main source of uncertainty due to the extreme time-space variability that characterize intense rainfall events in mountain areas. However, significant errors can also arise by inaccurate information reported in landslide inventories on the timing of debris flows, or by the criterion used to define triggering intensities.
This study analyzes the common sources of uncertainty associated to rainfall thresholds for debris flow occurrence and discusses different methods to quantify them. First, we give an overview of the various approaches used in the literature to measure the uncertainty caused by random errors or procedural defects. These approaches are then applied to debris flows using real data collected in the Dolomites (Northen Alps, Itay), in order to estimate the variabilty of each single factor (precipitation, triggering timing, triggering intensity..). Individual uncertainties are then combined to obtain the overall uncertain of the rainfall threshold, which can be calculated using the classical method of “summation in quadrature” or a more effective approach based on Monte Carlo simulations. The uncertainty budget allows to identify the biggest contributors to the final variability and it is also useful to understand if this variability can be reduced to make our thresholds more precise.
How to cite: Berti, M. and Simoni, A.: Uncertainty in debris flow rainfall thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15175, https://doi.org/10.5194/egusphere-egu21-15175, 2021.
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Rainfall is the most significant factor for debris flows triggering. Water is needed to saturate the soil, initiate the sediment motion (regardless of the mobilization mechanism) and transform the solid debris into a fluid mass that can move rapidly downslope. This water is commonly provided by rainfall or rainfall and snowmelt. Consequently, most warning systems rely on the use of rainfall thresholds to predict debris flow occurrence. Debris flows thresholds are usually empirically-derived from the rainfall records that caused past debris flows in a certain area, using a combination of selected precipitation measurements (such as event rainfall P, duration D, or average intensity I) that describe critical rainfall conditions. Recent years have also seen a growing interest in the use of coupled hydrological and slope stability models to derive physically-based thresholds for shallow landslide initiation.
In both cases, rainfall thresholds are affected by significant uncertainty. Sources of uncertainty include: measurement errors; spatial variability of the rainfall field; incomplete or uncertain debris flow inventory; subjective definition of the “rainfall event”; use of subjective criteria to define the critical conditions; uncertainty in model parameters (for physically-based approaches). Rainfall measurement is widely recognized as a main source of uncertainty due to the extreme time-space variability that characterize intense rainfall events in mountain areas. However, significant errors can also arise by inaccurate information reported in landslide inventories on the timing of debris flows, or by the criterion used to define triggering intensities.
This study analyzes the common sources of uncertainty associated to rainfall thresholds for debris flow occurrence and discusses different methods to quantify them. First, we give an overview of the various approaches used in the literature to measure the uncertainty caused by random errors or procedural defects. These approaches are then applied to debris flows using real data collected in the Dolomites (Northen Alps, Itay), in order to estimate the variabilty of each single factor (precipitation, triggering timing, triggering intensity..). Individual uncertainties are then combined to obtain the overall uncertain of the rainfall threshold, which can be calculated using the classical method of “summation in quadrature” or a more effective approach based on Monte Carlo simulations. The uncertainty budget allows to identify the biggest contributors to the final variability and it is also useful to understand if this variability can be reduced to make our thresholds more precise.
How to cite: Berti, M. and Simoni, A.: Uncertainty in debris flow rainfall thresholds, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15175, https://doi.org/10.5194/egusphere-egu21-15175, 2021.
EGU21-14333 | vPICO presentations | NH3.2
Challenges in the predictive simulation of cascading landslide processesNina Marlovits, Martin Mergili, and Thomas Glade
History has shown that cascading landslides, such as the debris avalanches from Huascarán in 1962 and 1970, the Kolka-Karmadon rock-ice-avalanche in 2002, or the rock avalanche-debris flow event of Bondo in 2017, can be very destructive due to their high energies, velocities and volumes. They can lead to large numbers of fatalities, huge material damage, and disruption of critical infrastructure.
Cascading landslides are a specific class of multi-hazard events in which one type of motion transforms into another or an initial, primary movement triggers a secondary process. High-mountain areas are particularly prone to this type of landslides due to their dynamic, rapidly changing environments and their high relief. For example, an initial rock fall can reach snow or ice masses and transform into a rock-snow- or rock-ice-avalanche, or into a debris flow. Physically-based numerical modelling is often used for the attempt to predict such events as a basis for the design of risk management strategies such as early warning systems. However, we identify at least two specific types of challenges making accurate and reliable predictions highly difficult:
- (a) The dynamic behaviour of such process chains, especially in the transition phase, is not yet fully understood. Existing models are either developed for (i) fall or (ii) flow processes. Whereas substantial progress has been made in previous years in the integrated simulation of flow-type movements, no software which fully and directly considers the transformation of fall to flow processes is known to the authors. Therefore, it is not yet possible to simulate fall-flow sequences of cascading landslide events with one single tool. Model chains have to be used instead, which have a limited capacity for appropriately representing the transition phase between the two types of processes.
- (b) Limited knowledge on the initial conditions and input parameters represents another severe limitation. Model input relies on available information on previous events and on certain characteristics of the (possible) release and impact area. Obviously, the quality of the data set is significantly influencing the model results. Whereas the scientific community is far away from exact predictions of landslide impact, an important objective should consist in better constraining the definition of possible scenarios to be considered for hazard and risk management.
For the reasons highlighted, it remains highly challenging to adequately predict the impact areas, energies, and travel times of cascading landslides in space and time. Nevertheless, stakeholders require such predictions for decisions on sustainable hazard and risk management strategies. Therefore, the aims of this study are (i) to evaluate possibilities to appropriately combine models for fall and flow processes and (ii) to examine data acquisition methods for the model input. Furthermore, (iii) appropriate strategies to present and to communicate simulation results need to be discussed.
How to cite: Marlovits, N., Mergili, M., and Glade, T.: Challenges in the predictive simulation of cascading landslide processes , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14333, https://doi.org/10.5194/egusphere-egu21-14333, 2021.
History has shown that cascading landslides, such as the debris avalanches from Huascarán in 1962 and 1970, the Kolka-Karmadon rock-ice-avalanche in 2002, or the rock avalanche-debris flow event of Bondo in 2017, can be very destructive due to their high energies, velocities and volumes. They can lead to large numbers of fatalities, huge material damage, and disruption of critical infrastructure.
Cascading landslides are a specific class of multi-hazard events in which one type of motion transforms into another or an initial, primary movement triggers a secondary process. High-mountain areas are particularly prone to this type of landslides due to their dynamic, rapidly changing environments and their high relief. For example, an initial rock fall can reach snow or ice masses and transform into a rock-snow- or rock-ice-avalanche, or into a debris flow. Physically-based numerical modelling is often used for the attempt to predict such events as a basis for the design of risk management strategies such as early warning systems. However, we identify at least two specific types of challenges making accurate and reliable predictions highly difficult:
- (a) The dynamic behaviour of such process chains, especially in the transition phase, is not yet fully understood. Existing models are either developed for (i) fall or (ii) flow processes. Whereas substantial progress has been made in previous years in the integrated simulation of flow-type movements, no software which fully and directly considers the transformation of fall to flow processes is known to the authors. Therefore, it is not yet possible to simulate fall-flow sequences of cascading landslide events with one single tool. Model chains have to be used instead, which have a limited capacity for appropriately representing the transition phase between the two types of processes.
- (b) Limited knowledge on the initial conditions and input parameters represents another severe limitation. Model input relies on available information on previous events and on certain characteristics of the (possible) release and impact area. Obviously, the quality of the data set is significantly influencing the model results. Whereas the scientific community is far away from exact predictions of landslide impact, an important objective should consist in better constraining the definition of possible scenarios to be considered for hazard and risk management.
For the reasons highlighted, it remains highly challenging to adequately predict the impact areas, energies, and travel times of cascading landslides in space and time. Nevertheless, stakeholders require such predictions for decisions on sustainable hazard and risk management strategies. Therefore, the aims of this study are (i) to evaluate possibilities to appropriately combine models for fall and flow processes and (ii) to examine data acquisition methods for the model input. Furthermore, (iii) appropriate strategies to present and to communicate simulation results need to be discussed.
How to cite: Marlovits, N., Mergili, M., and Glade, T.: Challenges in the predictive simulation of cascading landslide processes , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14333, https://doi.org/10.5194/egusphere-egu21-14333, 2021.
EGU21-10498 | vPICO presentations | NH3.2
An investigation of two-phase grain-fluid model on the development process of debris flow fanHock Kiet Wong, Ching-Yuan Ma, Chi-Jyun Ko, and Yih-Chin Tai
The movement of a debris flow is channelized by the mountain topography. It slows down and begins to deposit, forming the so-called debris-flow fan, when the slope is gentle. Since the flow body is composed of solid grains with interstitial fluid, the solid fraction may vary and plays a crucial role in the deposition process. In the present study, an entrainment-deposit law together with the two-phase model for grain-fluid flows (Tai et al., 2019) is proposed for describing the development of a debris flow fan. The model equations are derived in a terrain-following coordinate system, in which the coordinates are in coincidence with the topographic surface and the deposition/erosion is treated as the sub-topography. Numerical validation is performed against flume experiments (Tsunetaka et al., 2019), where the sediment-water mixture is released from a channel and merging into a gentle inclined flat plain via a steady water inflow. In this study, we shall illustrate the impacts of the sediment concentration on the evolution of the debris-flow fan, such as the location, distribution, geometry of debris-flow fan as well as the flow paths.
How to cite: Wong, H. K., Ma, C.-Y., Ko, C.-J., and Tai, Y.-C.: An investigation of two-phase grain-fluid model on the development process of debris flow fan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10498, https://doi.org/10.5194/egusphere-egu21-10498, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The movement of a debris flow is channelized by the mountain topography. It slows down and begins to deposit, forming the so-called debris-flow fan, when the slope is gentle. Since the flow body is composed of solid grains with interstitial fluid, the solid fraction may vary and plays a crucial role in the deposition process. In the present study, an entrainment-deposit law together with the two-phase model for grain-fluid flows (Tai et al., 2019) is proposed for describing the development of a debris flow fan. The model equations are derived in a terrain-following coordinate system, in which the coordinates are in coincidence with the topographic surface and the deposition/erosion is treated as the sub-topography. Numerical validation is performed against flume experiments (Tsunetaka et al., 2019), where the sediment-water mixture is released from a channel and merging into a gentle inclined flat plain via a steady water inflow. In this study, we shall illustrate the impacts of the sediment concentration on the evolution of the debris-flow fan, such as the location, distribution, geometry of debris-flow fan as well as the flow paths.
How to cite: Wong, H. K., Ma, C.-Y., Ko, C.-J., and Tai, Y.-C.: An investigation of two-phase grain-fluid model on the development process of debris flow fan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10498, https://doi.org/10.5194/egusphere-egu21-10498, 2021.
EGU21-2224 | vPICO presentations | NH3.2 | Highlight
A probabilistic model for assessing debris flow propagation at regional scale: a case study in Campania region, ItalyLuca Crescenzo, Gaetano Pecoraro, Michele Calvello, and Richard Guthrie
Debris flows and debris avalanches are rapid to extremely rapid landslides that tend to travel considerable distances from their source areas. Interaction between debris flows and elements at risk along their travel path may result in potentially significant destructive consequences. One of the critical challenges to overcome with respect to debris flow risk is, therefore, the credible prediction of their size, travel path, runout distance, and depths of erosion and deposition. To these purposes, at slope or catchment scale, sophisticated physically-based models, appropriately considering several factors and phenomena controlling the slope failure mechanisms, may be used. These models, however, are computationally costly and time consuming, and that significantly hinders their applicability at regional scale. Indeed, at regional scale, debris flows hazard assessment is usually carried out by means of qualitative approaches relying on field surveys, geomorphological knowledge, geometric features, and expert judgement.
In this study, a quantitative modelling approach based on cellular automata methods, wherein individual cells move across a digital elevation model (DEM) landscape following behavioral rules defined probabilistically, is proposed and tested. The adopted model, called LABS, is able to estimate erosion and deposition soil volumes along a debris flow path by deploying at the source areas autonomous subroutines, called agents, over a 5 m spatial resolution DEM, which provides the basic information to each agent in each time-step. Rules for scour and deposition are based on mass balance considerations and independent probability distributions defined as a function of slope DEM-derived values and a series of model input parameters. The probabilistic rules defined in the model are based on data gathered for debris flows and debris avalanches that mainly occurred in western Canada. This study mainly addresses the applicability and the reliability of this modelling approach to areas in southern Italy, in Campania region, historically affected by debris flows in pyroclastic soils. To this aim, information on inventoried debris flows is used in different study areas to evaluate the effect on the predictions of the model input parameter values, as well as of different native DEM resolutions.
How to cite: Crescenzo, L., Pecoraro, G., Calvello, M., and Guthrie, R.: A probabilistic model for assessing debris flow propagation at regional scale: a case study in Campania region, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2224, https://doi.org/10.5194/egusphere-egu21-2224, 2021.
Debris flows and debris avalanches are rapid to extremely rapid landslides that tend to travel considerable distances from their source areas. Interaction between debris flows and elements at risk along their travel path may result in potentially significant destructive consequences. One of the critical challenges to overcome with respect to debris flow risk is, therefore, the credible prediction of their size, travel path, runout distance, and depths of erosion and deposition. To these purposes, at slope or catchment scale, sophisticated physically-based models, appropriately considering several factors and phenomena controlling the slope failure mechanisms, may be used. These models, however, are computationally costly and time consuming, and that significantly hinders their applicability at regional scale. Indeed, at regional scale, debris flows hazard assessment is usually carried out by means of qualitative approaches relying on field surveys, geomorphological knowledge, geometric features, and expert judgement.
In this study, a quantitative modelling approach based on cellular automata methods, wherein individual cells move across a digital elevation model (DEM) landscape following behavioral rules defined probabilistically, is proposed and tested. The adopted model, called LABS, is able to estimate erosion and deposition soil volumes along a debris flow path by deploying at the source areas autonomous subroutines, called agents, over a 5 m spatial resolution DEM, which provides the basic information to each agent in each time-step. Rules for scour and deposition are based on mass balance considerations and independent probability distributions defined as a function of slope DEM-derived values and a series of model input parameters. The probabilistic rules defined in the model are based on data gathered for debris flows and debris avalanches that mainly occurred in western Canada. This study mainly addresses the applicability and the reliability of this modelling approach to areas in southern Italy, in Campania region, historically affected by debris flows in pyroclastic soils. To this aim, information on inventoried debris flows is used in different study areas to evaluate the effect on the predictions of the model input parameter values, as well as of different native DEM resolutions.
How to cite: Crescenzo, L., Pecoraro, G., Calvello, M., and Guthrie, R.: A probabilistic model for assessing debris flow propagation at regional scale: a case study in Campania region, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2224, https://doi.org/10.5194/egusphere-egu21-2224, 2021.
EGU21-13776 | vPICO presentations | NH3.2
Dynamic process and failure mechanism of rammed building structure subject to debris flowQiang Zou, Cong Li, Bin Zhou, Zhenru Hu, and Hu Jiang
The failure mechanism of building structure is important for quantitatively assessing vulnerability of elements at risk, which is a critical step in risk assessment of debris flow. Scholars have recently made great processes in the researches on debris flow hazard effects and vulnerability of elements at risk. Statistical analysis methods have widely used to analyze field survey data and build vulnerability functions. Based on numerical simulation and model experiment, structural dynamic response process was analyzed to evaluate structure vulnerability. However, due to the lack of quantitative relationship between the debris flow hazard-forming mechanism and the dynamic response of building structure, it is essential to analyze the dynamic response characteristics and process of building structure subject to debris flow, which would play an important guiding role in disaster prevention and disaster mitigation.
Through hazard field investigation, the failure modes of rammed earth building caused by debris flow were summarized as burying, scouring and impact. Figure 1 shows the debris flow hazard in Jiende Gully, Liangshan. In addition, by using the finite element analysis method, the structure model of rammed earth building was established to simulate to the impact process of debris flow on the structure. During the dynamic failure process of rammed earth building shown in Figure 2, the failure types of building wall impacted by the debris flow mainly presented at crushed failure of the impact point, tensile failure of the inside wall and shear failure of the corner. Then debris flow destroyed the gable wall, rushed into the room, and broke the doorway, which resulted in damage of the longitudinal wall. Moreover, the response characteristics and failure mechanism of rammed earth buildings under the impact of debris flow further show that the integrity of rammed earth building is poor and the development of cracks cuts off the propagation path of stress, which effectively protects other walls. The transform-shape locations of the rammed earth building including were initially destroyed at the points of the wall foundation, corners of wall and the points impacted by big rocks of debris flow. Therefore, the reinforced measures on the locations where stress suddenly changes, such as wall foundations and wall corners should be paid more attention to protect rammed structure of buildings.
How to cite: Zou, Q., Li, C., Zhou, B., Hu, Z., and Jiang, H.: Dynamic process and failure mechanism of rammed building structure subject to debris flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13776, https://doi.org/10.5194/egusphere-egu21-13776, 2021.
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The failure mechanism of building structure is important for quantitatively assessing vulnerability of elements at risk, which is a critical step in risk assessment of debris flow. Scholars have recently made great processes in the researches on debris flow hazard effects and vulnerability of elements at risk. Statistical analysis methods have widely used to analyze field survey data and build vulnerability functions. Based on numerical simulation and model experiment, structural dynamic response process was analyzed to evaluate structure vulnerability. However, due to the lack of quantitative relationship between the debris flow hazard-forming mechanism and the dynamic response of building structure, it is essential to analyze the dynamic response characteristics and process of building structure subject to debris flow, which would play an important guiding role in disaster prevention and disaster mitigation.
Through hazard field investigation, the failure modes of rammed earth building caused by debris flow were summarized as burying, scouring and impact. Figure 1 shows the debris flow hazard in Jiende Gully, Liangshan. In addition, by using the finite element analysis method, the structure model of rammed earth building was established to simulate to the impact process of debris flow on the structure. During the dynamic failure process of rammed earth building shown in Figure 2, the failure types of building wall impacted by the debris flow mainly presented at crushed failure of the impact point, tensile failure of the inside wall and shear failure of the corner. Then debris flow destroyed the gable wall, rushed into the room, and broke the doorway, which resulted in damage of the longitudinal wall. Moreover, the response characteristics and failure mechanism of rammed earth buildings under the impact of debris flow further show that the integrity of rammed earth building is poor and the development of cracks cuts off the propagation path of stress, which effectively protects other walls. The transform-shape locations of the rammed earth building including were initially destroyed at the points of the wall foundation, corners of wall and the points impacted by big rocks of debris flow. Therefore, the reinforced measures on the locations where stress suddenly changes, such as wall foundations and wall corners should be paid more attention to protect rammed structure of buildings.
How to cite: Zou, Q., Li, C., Zhou, B., Hu, Z., and Jiang, H.: Dynamic process and failure mechanism of rammed building structure subject to debris flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13776, https://doi.org/10.5194/egusphere-egu21-13776, 2021.
EGU21-15407 | vPICO presentations | NH3.2 | Highlight
Clogging mechanisms of filter barriers against debris-flow hazardFilippo Mauro, Alessandro Leonardi, and Marina Pirulli
Debris flows are amongst the most hazardous landslide phenomena (Jakob & Hungr, 2005). They are mixtures of flowing water and granular materials, which range in size from microscopic soil particles to massive rock boulders. Due to their unpredictability and rapidity, they pose severe hazard on infrastructure, structures, and human lives. To dissipate the destructive kinetic energy of debris flows and induce deposition of the coarsest fraction of the flow, mitigation systems often include the use of filter barriers. Filter barriers are built both in steel and reinforced concrete, and their openings should be designed according to a reference grain diameter. This key parameter is often chosen arbitrarily due to the difficulties in considering the full grain size distribution of the deposit. Sufficiently small outlets, however, leads to premature clogging of the barriers, blocking further outflow (Ashour et al., 2017). This can result in excessive maintenance costs.
This work focuses on the clogging mechanism of three different kinds of filter barriers: nets, slit dams, and slot dams. The aim is to evaluate the influence of grainsize dispersity into the clogging/non-clogging transition. Starting from simpler monodisperse granular material, we determine via DEM simulations the particle diameter D that induces clogging in the openings, as a function of the opening size S. Thus, for monodisperse grains, a set of threshold values for S/D can be detected: on one side of the threshold the particles are too small to clog the opening, on the other side they are too large to allow free passage of the material.
However, natural debris deposits are far from uniform. To analyse the role of grainsize dispersity, bidisperse specimens are created mixing grains with two different diameters: a small diameter and a large diameter. By varying the composition of large and small particles, a transition is observed between clogging and free-flow, in analogy with what obtained in the simulation with monodisperse grains. The comparison of results obtained with bidisperse and monodisperse samples indicates that an analogy in terms of trends and thresholds exists, as long as an equivalent diameter D* is introduced for bidisperse mixtures (Marchelli, 2018). This parameter is therefore suggested as the reference diameter to be adopted in the barrier design.
How to cite: Mauro, F., Leonardi, A., and Pirulli, M.: Clogging mechanisms of filter barriers against debris-flow hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15407, https://doi.org/10.5194/egusphere-egu21-15407, 2021.
Debris flows are amongst the most hazardous landslide phenomena (Jakob & Hungr, 2005). They are mixtures of flowing water and granular materials, which range in size from microscopic soil particles to massive rock boulders. Due to their unpredictability and rapidity, they pose severe hazard on infrastructure, structures, and human lives. To dissipate the destructive kinetic energy of debris flows and induce deposition of the coarsest fraction of the flow, mitigation systems often include the use of filter barriers. Filter barriers are built both in steel and reinforced concrete, and their openings should be designed according to a reference grain diameter. This key parameter is often chosen arbitrarily due to the difficulties in considering the full grain size distribution of the deposit. Sufficiently small outlets, however, leads to premature clogging of the barriers, blocking further outflow (Ashour et al., 2017). This can result in excessive maintenance costs.
This work focuses on the clogging mechanism of three different kinds of filter barriers: nets, slit dams, and slot dams. The aim is to evaluate the influence of grainsize dispersity into the clogging/non-clogging transition. Starting from simpler monodisperse granular material, we determine via DEM simulations the particle diameter D that induces clogging in the openings, as a function of the opening size S. Thus, for monodisperse grains, a set of threshold values for S/D can be detected: on one side of the threshold the particles are too small to clog the opening, on the other side they are too large to allow free passage of the material.
However, natural debris deposits are far from uniform. To analyse the role of grainsize dispersity, bidisperse specimens are created mixing grains with two different diameters: a small diameter and a large diameter. By varying the composition of large and small particles, a transition is observed between clogging and free-flow, in analogy with what obtained in the simulation with monodisperse grains. The comparison of results obtained with bidisperse and monodisperse samples indicates that an analogy in terms of trends and thresholds exists, as long as an equivalent diameter D* is introduced for bidisperse mixtures (Marchelli, 2018). This parameter is therefore suggested as the reference diameter to be adopted in the barrier design.
How to cite: Mauro, F., Leonardi, A., and Pirulli, M.: Clogging mechanisms of filter barriers against debris-flow hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15407, https://doi.org/10.5194/egusphere-egu21-15407, 2021.
EGU21-14914 | vPICO presentations | NH3.2
Massflow—A software for dynamic modeling and risk evaluation of earth-surfaced flowChaojun Ouyang
Massflow is based on the depth-integrated continuum and solved by second-order MacCormack-TVD finite difference method. Shared code and friendly GUI are provided for researchers and engineers. It adopted CPU and GPU accellerated algorithm to improve the efficiency. Now around 1000 people adopted Massflow to do their own research. Based the framework, we have done several insightful simulations of real landslides and debris flows. Meanwhile, we are developing a solution for catchment-based rainfall- flood-debris flow prediction. We will introduce the basic of the software, the mechanism and related model to modeling the real hazards, and the framework and finished work of forecasting of catchment flood or debris flow.
How to cite: Ouyang, C.: Massflow—A software for dynamic modeling and risk evaluation of earth-surfaced flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14914, https://doi.org/10.5194/egusphere-egu21-14914, 2021.
Massflow is based on the depth-integrated continuum and solved by second-order MacCormack-TVD finite difference method. Shared code and friendly GUI are provided for researchers and engineers. It adopted CPU and GPU accellerated algorithm to improve the efficiency. Now around 1000 people adopted Massflow to do their own research. Based the framework, we have done several insightful simulations of real landslides and debris flows. Meanwhile, we are developing a solution for catchment-based rainfall- flood-debris flow prediction. We will introduce the basic of the software, the mechanism and related model to modeling the real hazards, and the framework and finished work of forecasting of catchment flood or debris flow.
How to cite: Ouyang, C.: Massflow—A software for dynamic modeling and risk evaluation of earth-surfaced flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14914, https://doi.org/10.5194/egusphere-egu21-14914, 2021.
EGU21-13938 | vPICO presentations | NH3.2
Modelling the impact of a GLOF scenario at Parón lake, Cordillera Blanca, Perú, using a novel multi-phase topographical and geological procedureHilbert Villafane Gomez, Juan C. Torres Lázaro, Adriana Caballero Bedriñana, Harrinson W. Jara Infantes, Enver L. Melgarejo Romero, Julia E. Araujo Reyes, Christian Yarleque, Stephan Harrison, Ryan Wilson, Joanne L. Wood, and Neil F. Glasser
The Cordillera Blanca is undergoing rapid deglaciation due to climatic warming, especially since the late 20th century. This process has resulted in the formation of new glacial lakes and an increase in the volume of existing lakes, some of which pose a risk in the form of Glacier Lake Outburst Floods (GLOF); such as Parón lake in the Cordillera Blanca, which represents a significant hazard to the Caraz city and smaller populations located in the Llullán-Parón sub-basin. Here, we model a potential dam breach and GLOF generation scenario at Parón lake using a novel numerical modelling procedure that, amongst other factors, considers the geological structure of the natural dam. Overall, this procedure includes four distinct phases: (1) estimation of the potential for ice avalanche impact on Parón lake sourced from surrounding glacial cirques; (2) modelling of subsequent impulsive wave generation and propagation; (3) analysis of the hydraulic parameters of a possible breach of the natural dam, considering the non-erodible material within empirical estimations of the hydrograph where the composition of the dam is interpreted based on surface geological mapping and drill sampling carried out in the area; and (4) simulation of a potential GLOF using the FLO-2D model with input data from the previous phases. Modelling results indicate that Parón lake is most at risk from ice avalanches that originate from the adjacent Hatunraju glacier and that such events have the potential to generate impulse waves that could initiate erosion and a subsequent breach of the natural dam. Considering a worst-case ice avalanche scenario, our results indicate the potential generation of a GLOF with average peaks flow of 25,264.22 m3/s. This GLOF event would reach the urban area of the Caraz city in around 36 - 42 minutes with now rates and flood heights fluctuating between 11.2 m/s to 22.4 m/s and 9.9 m to 19.7 m, respectively.
How to cite: Villafane Gomez, H., Torres Lázaro, J. C., Caballero Bedriñana, A., Jara Infantes, H. W., Melgarejo Romero, E. L., Araujo Reyes, J. E., Yarleque, C., Harrison, S., Wilson, R., Wood, J. L., and Glasser, N. F.: Modelling the impact of a GLOF scenario at Parón lake, Cordillera Blanca, Perú, using a novel multi-phase topographical and geological procedure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13938, https://doi.org/10.5194/egusphere-egu21-13938, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Cordillera Blanca is undergoing rapid deglaciation due to climatic warming, especially since the late 20th century. This process has resulted in the formation of new glacial lakes and an increase in the volume of existing lakes, some of which pose a risk in the form of Glacier Lake Outburst Floods (GLOF); such as Parón lake in the Cordillera Blanca, which represents a significant hazard to the Caraz city and smaller populations located in the Llullán-Parón sub-basin. Here, we model a potential dam breach and GLOF generation scenario at Parón lake using a novel numerical modelling procedure that, amongst other factors, considers the geological structure of the natural dam. Overall, this procedure includes four distinct phases: (1) estimation of the potential for ice avalanche impact on Parón lake sourced from surrounding glacial cirques; (2) modelling of subsequent impulsive wave generation and propagation; (3) analysis of the hydraulic parameters of a possible breach of the natural dam, considering the non-erodible material within empirical estimations of the hydrograph where the composition of the dam is interpreted based on surface geological mapping and drill sampling carried out in the area; and (4) simulation of a potential GLOF using the FLO-2D model with input data from the previous phases. Modelling results indicate that Parón lake is most at risk from ice avalanches that originate from the adjacent Hatunraju glacier and that such events have the potential to generate impulse waves that could initiate erosion and a subsequent breach of the natural dam. Considering a worst-case ice avalanche scenario, our results indicate the potential generation of a GLOF with average peaks flow of 25,264.22 m3/s. This GLOF event would reach the urban area of the Caraz city in around 36 - 42 minutes with now rates and flood heights fluctuating between 11.2 m/s to 22.4 m/s and 9.9 m to 19.7 m, respectively.
How to cite: Villafane Gomez, H., Torres Lázaro, J. C., Caballero Bedriñana, A., Jara Infantes, H. W., Melgarejo Romero, E. L., Araujo Reyes, J. E., Yarleque, C., Harrison, S., Wilson, R., Wood, J. L., and Glasser, N. F.: Modelling the impact of a GLOF scenario at Parón lake, Cordillera Blanca, Perú, using a novel multi-phase topographical and geological procedure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13938, https://doi.org/10.5194/egusphere-egu21-13938, 2021.
EGU21-13139 | vPICO presentations | NH3.2
Regional and detailed multi-hazard assessment of debris-flow processes in the Colombian AndesFederico Gómez Cardona, Edier Aristizábal Giraldo, Maria Isabel Arango, and Martin Mergili
Debris-flow processes are highly destructive phenomena that endanger life and infrastructure located in mountainous areas. The Colombian Andes are especially susceptible to this type of processes. Disaster databases include 1,387 channelized debris flow, debris flood, and flash flood records between 1921 and 2020, causing 3,332 deaths and affecting 1,152,613 people. These statistics show the importance of carrying out a regional debris flow hazard assessment to prioritize resources and actions to reduce risk.
One of the main challenges when evaluating debris-flow processes hazard is their multi-hazard nature: they are understood as part of a concatenated phenomenon at catchment scale, including cascading effects of landslides, flash floods, debris floods and channelised debris flows. In this study, a multi-hazard approach was implemented to assess debris-flow processes susceptibility and hazard on both regional and local scale, combining statistical and physically based models in combination with geomorphological observations.
The study area is located in the central Colombia Andes, with an extension of 63,612 km2 where 3,039 catchments were analysed for their debris flow-processes susceptibility, using machine learning methods based on morphometric parameters. This analysis was joined with a physically-based slope stability model to estimate potential sediment volumes that might be supplied by intense rainstorms. By combining susceptibility, slope stability, and soil type at the catchment scale, it was possible to understand the magnitude of the potential of different debris-flow processes. Susceptibility analysis allowed to differentiate the catchments into alluvial and torrential and their magnitude level was categorized based on the volume of unstable soil to find hazard and then, used to select critical catchments for a more detailed scale.
A detailed hazard analysis was carried out for those selected areas through hydrological and hydraulic software, along with fluid-dynamic mass routing models. These methodologies were used with a sub- metric resolution and provide detailed information such as flow height, speed, and pressure to categorize more accurate hazard levels, always framed on the torrential geomorphology units.
Traditional hydraulic and hydrological models were insufficient to provide accurate heights and extents of debris-flow processes since they do not consider their multi-hazard nature nor the volume of sediments from landslides and channel erosion that are added to the flow. As a result, the extent of the flow was smaller than the observed morphological features. The fluid dynamic model r.avaflow considers the rheologic change and fitted better to the type of events. The model was used to simulate different sediment concentrations and flow types. The model results were complemented with the different torrential units mapped through fieldwork. This way, it was possible to establish the events’ maximum potential extent linked to their return periods.
This multi-hazard and multi-scale methodology is a useful tool for stakeholders to prioritize and improve urban planning. It grants a perspective from regional to local scale, can be adapted to fit into specific environments and contexts.
How to cite: Gómez Cardona, F., Aristizábal Giraldo, E., Arango, M. I., and Mergili, M.: Regional and detailed multi-hazard assessment of debris-flow processes in the Colombian Andes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13139, https://doi.org/10.5194/egusphere-egu21-13139, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Debris-flow processes are highly destructive phenomena that endanger life and infrastructure located in mountainous areas. The Colombian Andes are especially susceptible to this type of processes. Disaster databases include 1,387 channelized debris flow, debris flood, and flash flood records between 1921 and 2020, causing 3,332 deaths and affecting 1,152,613 people. These statistics show the importance of carrying out a regional debris flow hazard assessment to prioritize resources and actions to reduce risk.
One of the main challenges when evaluating debris-flow processes hazard is their multi-hazard nature: they are understood as part of a concatenated phenomenon at catchment scale, including cascading effects of landslides, flash floods, debris floods and channelised debris flows. In this study, a multi-hazard approach was implemented to assess debris-flow processes susceptibility and hazard on both regional and local scale, combining statistical and physically based models in combination with geomorphological observations.
The study area is located in the central Colombia Andes, with an extension of 63,612 km2 where 3,039 catchments were analysed for their debris flow-processes susceptibility, using machine learning methods based on morphometric parameters. This analysis was joined with a physically-based slope stability model to estimate potential sediment volumes that might be supplied by intense rainstorms. By combining susceptibility, slope stability, and soil type at the catchment scale, it was possible to understand the magnitude of the potential of different debris-flow processes. Susceptibility analysis allowed to differentiate the catchments into alluvial and torrential and their magnitude level was categorized based on the volume of unstable soil to find hazard and then, used to select critical catchments for a more detailed scale.
A detailed hazard analysis was carried out for those selected areas through hydrological and hydraulic software, along with fluid-dynamic mass routing models. These methodologies were used with a sub- metric resolution and provide detailed information such as flow height, speed, and pressure to categorize more accurate hazard levels, always framed on the torrential geomorphology units.
Traditional hydraulic and hydrological models were insufficient to provide accurate heights and extents of debris-flow processes since they do not consider their multi-hazard nature nor the volume of sediments from landslides and channel erosion that are added to the flow. As a result, the extent of the flow was smaller than the observed morphological features. The fluid dynamic model r.avaflow considers the rheologic change and fitted better to the type of events. The model was used to simulate different sediment concentrations and flow types. The model results were complemented with the different torrential units mapped through fieldwork. This way, it was possible to establish the events’ maximum potential extent linked to their return periods.
This multi-hazard and multi-scale methodology is a useful tool for stakeholders to prioritize and improve urban planning. It grants a perspective from regional to local scale, can be adapted to fit into specific environments and contexts.
How to cite: Gómez Cardona, F., Aristizábal Giraldo, E., Arango, M. I., and Mergili, M.: Regional and detailed multi-hazard assessment of debris-flow processes in the Colombian Andes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13139, https://doi.org/10.5194/egusphere-egu21-13139, 2021.
EGU21-4501 | vPICO presentations | NH3.2
Coupling Depth-Averaged and 3D models for debris flow: a multi-domain strategyAndrea Pasqua, Alessandro Leonardi, and Marina Pirulli
Debris flows are landslide phenomena which occur worldwide, posing a major threat to mountain settlements. They consist of flowing fine and coarse sediment saturated with water, which propagate mainly in channelized paths. Because of their high velocity and unpredictability, the evacuation of local populations is often impossible. Losses of human lives and economical damages can be avoided if a correct risk mitigation procedure is adopted. Hence, mitigation structures, such as filter barriers or flexible barriers are often installed in high-risk areas. The primary goal of these structures is to reduce the flow energy and to retain the coarsest boulders. Their design process, which is still frequently based only on empirical or simplified models, would greatly benefit from the support of a reliable numerical model.
In this framework, continuum-based Depth-Averaged Models (DAMs) have been the dominant numerical tool since the 90s. DAMs can simulate events propagating over a wide area while keeping the computational time low, even on complex topographies (Pirulli, 2010). Nevertheless, the averaging process applied to velocity and pressure causes a loss of information, which is critical when the flow impact against structures is evaluated. A full 3D model would allow for a more accurate resolution of fluid-structure interaction (Leonardi et al., 2016). However, debris flows may propagate up to kilometres, and a complete 3D analysis would therefore require exceedingly long computational times.
To bypass the shortcomings mentioned above, this work aims to couple DAMs to a 3D model based on the Lattice Boltzmann Method (LBM). Thus, the domain is split into two parts. First, DAMs describes the flow evolution from its initialization to the transport phase. In this portion of the domain, no structures are present. When the flow approaches a structure, DAMs is coupled to a 3D model. To verify the coupling procedure accuracy, the model is benchmarked on the laboratory tests conducted by Moriguchi et al. (2009). These laboratory tests targeted the flow of dry sand on a steep chute, evaluating the flow impact on a barrier. Preliminary results suggest that the coupled model reproduces the laboratory results reasonably well.
Keywords: debris flow, coupled numerical modelling, depth-averaged method, 3D Lattice-Boltzmann Method
REFERENCES
Leonardi, A., Wittel, F. K., Mendoza, M., Vetter, R., & Herrmann, H. J. (2016). Particle-Fluid-Structure Interaction for Debris Flow Impact on Flexible Barriers. Computer-Aided Civil and Infrastructure Engineering, 31(5), 323–333.
Moriguchi, S., Borja, R. I., Yashima, A., & Sawada, K. (2009). Estimating the impact force generated by granular flow on a rigid obstruction. Acta Geotechnica, 4(1), 57–71.
Pirulli, M. (2010). On the use of the calibration-based approach for debris-flow forward-analyses. Natural Hazards and Earth System Science, 10(5), 1009–1019.
How to cite: Pasqua, A., Leonardi, A., and Pirulli, M.: Coupling Depth-Averaged and 3D models for debris flow: a multi-domain strategy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4501, https://doi.org/10.5194/egusphere-egu21-4501, 2021.
Debris flows are landslide phenomena which occur worldwide, posing a major threat to mountain settlements. They consist of flowing fine and coarse sediment saturated with water, which propagate mainly in channelized paths. Because of their high velocity and unpredictability, the evacuation of local populations is often impossible. Losses of human lives and economical damages can be avoided if a correct risk mitigation procedure is adopted. Hence, mitigation structures, such as filter barriers or flexible barriers are often installed in high-risk areas. The primary goal of these structures is to reduce the flow energy and to retain the coarsest boulders. Their design process, which is still frequently based only on empirical or simplified models, would greatly benefit from the support of a reliable numerical model.
In this framework, continuum-based Depth-Averaged Models (DAMs) have been the dominant numerical tool since the 90s. DAMs can simulate events propagating over a wide area while keeping the computational time low, even on complex topographies (Pirulli, 2010). Nevertheless, the averaging process applied to velocity and pressure causes a loss of information, which is critical when the flow impact against structures is evaluated. A full 3D model would allow for a more accurate resolution of fluid-structure interaction (Leonardi et al., 2016). However, debris flows may propagate up to kilometres, and a complete 3D analysis would therefore require exceedingly long computational times.
To bypass the shortcomings mentioned above, this work aims to couple DAMs to a 3D model based on the Lattice Boltzmann Method (LBM). Thus, the domain is split into two parts. First, DAMs describes the flow evolution from its initialization to the transport phase. In this portion of the domain, no structures are present. When the flow approaches a structure, DAMs is coupled to a 3D model. To verify the coupling procedure accuracy, the model is benchmarked on the laboratory tests conducted by Moriguchi et al. (2009). These laboratory tests targeted the flow of dry sand on a steep chute, evaluating the flow impact on a barrier. Preliminary results suggest that the coupled model reproduces the laboratory results reasonably well.
Keywords: debris flow, coupled numerical modelling, depth-averaged method, 3D Lattice-Boltzmann Method
REFERENCES
Leonardi, A., Wittel, F. K., Mendoza, M., Vetter, R., & Herrmann, H. J. (2016). Particle-Fluid-Structure Interaction for Debris Flow Impact on Flexible Barriers. Computer-Aided Civil and Infrastructure Engineering, 31(5), 323–333.
Moriguchi, S., Borja, R. I., Yashima, A., & Sawada, K. (2009). Estimating the impact force generated by granular flow on a rigid obstruction. Acta Geotechnica, 4(1), 57–71.
Pirulli, M. (2010). On the use of the calibration-based approach for debris-flow forward-analyses. Natural Hazards and Earth System Science, 10(5), 1009–1019.
How to cite: Pasqua, A., Leonardi, A., and Pirulli, M.: Coupling Depth-Averaged and 3D models for debris flow: a multi-domain strategy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4501, https://doi.org/10.5194/egusphere-egu21-4501, 2021.
EGU21-6979 | vPICO presentations | NH3.2
Numerical simulation of dam-break mudflow based on the Herschel-Bulkley modeljinbo Tang, Peng Cui, and Jiangang Chen
Mudflow behaves normally the flowing properties of viscoplastic or pseudo-plastic stemming from flocculent network structures formed by fine particles within the mud. In order to obtain the dynamical characteristics of the dam-break of mudflow, a numerical model has been developed in the present study. The numerical model solved the Navier-Stokes equation with the Herschel-Bulkley model, which exhibits a plastic properties of fluid with shear-thinning. The two-step projection method are employed to solve the velocity field in present numerical model, and the Bi-CGSTAB technique are implemented to solve the pressure Poisson equation. The volume of fluid (VOF) method is used to track the broken the free surface. In this study, the numerical simulation of dam-break with Herschel-Bulkley fluid are implemented, the numerical results agree well with the other numerical results. Furthermore, when the shear-thinning index is equals to unity, the Herschel-Bulkley model becomes Bingham model. In this study, laboratory experiments of dam-break of slurry in the flume have been conducted to record data with time of the surface height of mudflow and pressure in the bottom of flume. The same cases with laboratory experiments are implemented in our numerical model, the numerical results match with the laboratory experiments. Finally, as a demonstration, the impact of mudflow on the structures are simulated and discussed.
How to cite: Tang, J., Cui, P., and Chen, J.: Numerical simulation of dam-break mudflow based on the Herschel-Bulkley model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6979, https://doi.org/10.5194/egusphere-egu21-6979, 2021.
Mudflow behaves normally the flowing properties of viscoplastic or pseudo-plastic stemming from flocculent network structures formed by fine particles within the mud. In order to obtain the dynamical characteristics of the dam-break of mudflow, a numerical model has been developed in the present study. The numerical model solved the Navier-Stokes equation with the Herschel-Bulkley model, which exhibits a plastic properties of fluid with shear-thinning. The two-step projection method are employed to solve the velocity field in present numerical model, and the Bi-CGSTAB technique are implemented to solve the pressure Poisson equation. The volume of fluid (VOF) method is used to track the broken the free surface. In this study, the numerical simulation of dam-break with Herschel-Bulkley fluid are implemented, the numerical results agree well with the other numerical results. Furthermore, when the shear-thinning index is equals to unity, the Herschel-Bulkley model becomes Bingham model. In this study, laboratory experiments of dam-break of slurry in the flume have been conducted to record data with time of the surface height of mudflow and pressure in the bottom of flume. The same cases with laboratory experiments are implemented in our numerical model, the numerical results match with the laboratory experiments. Finally, as a demonstration, the impact of mudflow on the structures are simulated and discussed.
How to cite: Tang, J., Cui, P., and Chen, J.: Numerical simulation of dam-break mudflow based on the Herschel-Bulkley model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6979, https://doi.org/10.5194/egusphere-egu21-6979, 2021.
EGU21-5819 | vPICO presentations | NH3.2
Shallow landslide occurrence and propagation in tropical mountainous terrain with open source models. A case study in the Colombian Andes.Johnnatan Palacio, Edier Aristizábal, Martin Mergili, and Oscar Echeverri
Colombia is located in a tropical environment with mostly warm and humid climatic conditions and complex mountainous terrain, where landslides triggered by intense rainfall are very common. Therefore, determining the occurrence and propagation of these events is of great interest in risk management and territorial planning programs.
Landslide propagation is difficult to predict due to uncertainties of rheological properties as well as initiation and dynamics of rock or sediment mobilization. In Colombia, methodologies and models for landslide propagation have been less addressed than those corresponding to the occurrence, even though the consequences on people and infrastructure are generally are strongly related to travel distances and impact areas. Most propagation models are based on empirical methods to establish the travel distance of the sliding material, employing geometric approximations or geomorphological interpretation. In the last decades, physically based dynamic landslide propagation models have been proposed. These models use digital elevation models in combination with flow parameters. Their application represents a complex task because of the difficulty in constraining – depending on the model – sometimes the large number of relevant flow parameters.
In this study, we apply two open source models that work as extensions to the GRASS GIS software: (i) the r.slope.stability model for slope stability assessment using a limit equilibrium model for different sliding surface geometries, together with a probabilistic analysis applied to a range of geotechnical parameters (cohesion, internal friction); and (ii) r.avaflow for landslide propagation, which employs a multi-phase model considering solids and fluids. The models are implemented in the catchment area known as La Arenosa (9.9 km2), located in the municipality of San Carlos (Antioquia, Colombia). On September 21, 1990, an event of rainfall of short duration and high intensity precipitated on La Arenosa catchment. approx. 200 mm of precipitation fell within the study area in less than 3 hours, triggering approx. 700 landslides many of which have converted into hillslope debris flows. The zones categorized with a high probability of failure through r.slope.stability are defined as source areas and propagated down with r.avaflow. The results are evaluated against the landslide inventory in order to evaluate the potential of the proposed model combination for predictive simulations.
How to cite: Palacio, J., Aristizábal, E., Mergili, M., and Echeverri, O.: Shallow landslide occurrence and propagation in tropical mountainous terrain with open source models. A case study in the Colombian Andes., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5819, https://doi.org/10.5194/egusphere-egu21-5819, 2021.
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Colombia is located in a tropical environment with mostly warm and humid climatic conditions and complex mountainous terrain, where landslides triggered by intense rainfall are very common. Therefore, determining the occurrence and propagation of these events is of great interest in risk management and territorial planning programs.
Landslide propagation is difficult to predict due to uncertainties of rheological properties as well as initiation and dynamics of rock or sediment mobilization. In Colombia, methodologies and models for landslide propagation have been less addressed than those corresponding to the occurrence, even though the consequences on people and infrastructure are generally are strongly related to travel distances and impact areas. Most propagation models are based on empirical methods to establish the travel distance of the sliding material, employing geometric approximations or geomorphological interpretation. In the last decades, physically based dynamic landslide propagation models have been proposed. These models use digital elevation models in combination with flow parameters. Their application represents a complex task because of the difficulty in constraining – depending on the model – sometimes the large number of relevant flow parameters.
In this study, we apply two open source models that work as extensions to the GRASS GIS software: (i) the r.slope.stability model for slope stability assessment using a limit equilibrium model for different sliding surface geometries, together with a probabilistic analysis applied to a range of geotechnical parameters (cohesion, internal friction); and (ii) r.avaflow for landslide propagation, which employs a multi-phase model considering solids and fluids. The models are implemented in the catchment area known as La Arenosa (9.9 km2), located in the municipality of San Carlos (Antioquia, Colombia). On September 21, 1990, an event of rainfall of short duration and high intensity precipitated on La Arenosa catchment. approx. 200 mm of precipitation fell within the study area in less than 3 hours, triggering approx. 700 landslides many of which have converted into hillslope debris flows. The zones categorized with a high probability of failure through r.slope.stability are defined as source areas and propagated down with r.avaflow. The results are evaluated against the landslide inventory in order to evaluate the potential of the proposed model combination for predictive simulations.
How to cite: Palacio, J., Aristizábal, E., Mergili, M., and Echeverri, O.: Shallow landslide occurrence and propagation in tropical mountainous terrain with open source models. A case study in the Colombian Andes., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5819, https://doi.org/10.5194/egusphere-egu21-5819, 2021.
EGU21-2752 | vPICO presentations | NH3.2
Simplified simulation of rock avalanches and subsequent debris flows with a single thin-layer model. Application to the Prêcheur river (Martinique, Lesser Antilles)Marc Peruzzetto, Clara Levy, Yannick Thiery, Gilles Grandjean, Anne Mangeney, Anne-Marie Lejeune, Aude Nachbaur, Yoann Legendre, Benoit Vittecoq, Jean-Marie Saurel, Valérie Clouard, Thomas Dewez, Fabrice R. Fontaine, Martin Mergili, Sophie Lagarde, Jean-Christophe Komorowski, Anne Le Friant, and Arnaud Lemarchand
This work focuses on the use of thin-layer models for simulating fast gravitational flows for hazard assessment. Such simulations are sometimes difficult to carry out because of the uncertainty on initial conditions and on simulation parameters. In this study, we aggregate various field data to constrain realistic initial conditions and to calibrate the model parameters. By using the SHALTOP numerical code, we choose a simple and empirical rheology to model the flow (no more than two parameters), but we model more finely the geometrical interactions between the flow and the topography. We can thus model both a rock avalanche, and the subsequent remobilization of the deposits as a high discharge debris flow.
Using the Prêcheur river catchment (Martinique, Lesser Antilles) as a case study, we focus on extreme events with a high potential to impact populations and infrastructures. We use geological and geomorphological data, topographic surveys, seismic recordings and granulometric analysis to define realistic simulation scenarios and determine the main characteristics of documented events. The latter are then reproduced to calibrate rheological parameters. With a single rheological parameter and the Coulomb rheology, we thus model the emplacement and main dynamic characteristics of a recent rock avalanche, as well as the travel duration and flooded area of a documented high discharge debris flow. Then, in a forward prediction simulation, we model a possible 1.9x106 m3 rock avalanche, and the instantaneous remobilization of the resulting deposits as a high-discharge debris flow. We show that successive collapses allow to better reproduce the dynamics of the rock avalanche, but do not change the geometry of the final deposits, and thus do not influence the initial conditions of the subsequent debris flow simulation. A progressive remobilization of the materials slows down the debris flow and limits overflow, in comparison to instantaneous release. However, we show that high discharge debris flows, such as the one considered for model calibration, are better reproduced with an instantaneous initiation. The range of travel times measured for other significant debris flows in the Pr\^echeur river is consistent with our simulation results, with various rheological parameters and the Coulomb or Voellmy rheology.
How to cite: Peruzzetto, M., Levy, C., Thiery, Y., Grandjean, G., Mangeney, A., Lejeune, A.-M., Nachbaur, A., Legendre, Y., Vittecoq, B., Saurel, J.-M., Clouard, V., Dewez, T., Fontaine, F. R., Mergili, M., Lagarde, S., Komorowski, J.-C., Le Friant, A., and Lemarchand, A.: Simplified simulation of rock avalanches and subsequent debris flows with a single thin-layer model. Application to the Prêcheur river (Martinique, Lesser Antilles), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2752, https://doi.org/10.5194/egusphere-egu21-2752, 2021.
This work focuses on the use of thin-layer models for simulating fast gravitational flows for hazard assessment. Such simulations are sometimes difficult to carry out because of the uncertainty on initial conditions and on simulation parameters. In this study, we aggregate various field data to constrain realistic initial conditions and to calibrate the model parameters. By using the SHALTOP numerical code, we choose a simple and empirical rheology to model the flow (no more than two parameters), but we model more finely the geometrical interactions between the flow and the topography. We can thus model both a rock avalanche, and the subsequent remobilization of the deposits as a high discharge debris flow.
Using the Prêcheur river catchment (Martinique, Lesser Antilles) as a case study, we focus on extreme events with a high potential to impact populations and infrastructures. We use geological and geomorphological data, topographic surveys, seismic recordings and granulometric analysis to define realistic simulation scenarios and determine the main characteristics of documented events. The latter are then reproduced to calibrate rheological parameters. With a single rheological parameter and the Coulomb rheology, we thus model the emplacement and main dynamic characteristics of a recent rock avalanche, as well as the travel duration and flooded area of a documented high discharge debris flow. Then, in a forward prediction simulation, we model a possible 1.9x106 m3 rock avalanche, and the instantaneous remobilization of the resulting deposits as a high-discharge debris flow. We show that successive collapses allow to better reproduce the dynamics of the rock avalanche, but do not change the geometry of the final deposits, and thus do not influence the initial conditions of the subsequent debris flow simulation. A progressive remobilization of the materials slows down the debris flow and limits overflow, in comparison to instantaneous release. However, we show that high discharge debris flows, such as the one considered for model calibration, are better reproduced with an instantaneous initiation. The range of travel times measured for other significant debris flows in the Pr\^echeur river is consistent with our simulation results, with various rheological parameters and the Coulomb or Voellmy rheology.
How to cite: Peruzzetto, M., Levy, C., Thiery, Y., Grandjean, G., Mangeney, A., Lejeune, A.-M., Nachbaur, A., Legendre, Y., Vittecoq, B., Saurel, J.-M., Clouard, V., Dewez, T., Fontaine, F. R., Mergili, M., Lagarde, S., Komorowski, J.-C., Le Friant, A., and Lemarchand, A.: Simplified simulation of rock avalanches and subsequent debris flows with a single thin-layer model. Application to the Prêcheur river (Martinique, Lesser Antilles), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2752, https://doi.org/10.5194/egusphere-egu21-2752, 2021.
EGU21-1226 | vPICO presentations | NH3.2 | Highlight
Investigating infrasound sources within Illgraben debris-flowsGiacomo Belli, Emanuele Marchetti, Fabian Walter, Brian McArdell, Małgorzata Chmiel, and Michaela Wenner
Debris flows are episodic gravitational currents, consisting of mixtures of water and debris in varying proportions. They occur in steep mountain torrents with volumes commonly exceeding thousands of m3. Given their unpredictability and their capability to transport large boulders, debris flows rank among the most dangerous natural hazards in mountain environments. Nevertheless, moderate flow velocities (typically < 10 m/s) make early warning in principle possible if the flows are detected early upon formation.
Infrasound studies of debris flows increased significantly in the last decade, focusing mostly on event detectability and application for early-warning. The use of infrasound arrays and the combined use of collocated seismic and infrasound sensors have turned out to be efficient systems for reliable detection of debris flows in near-real time.
Despite these advances, open questions remain about the possibility to infer debris-flow source characteristics and event magnitude from recorded infrasonic signals. This requires theoretical and/or empirical source models describing elastic energy radiation in the atmosphere, in the form of infrasound, and relating it with fluid dynamic processes within a debris flow. Infrasound radiated by debris-flows is believed to be generated by standing waves that develop at the free surface of the flow, but details of the involved dynamic processes are not fully understood.
Here, we present the analysis of infrasonic signals recorded with a small aperture array during the 2017-2020 debris-flow seasons in the Illgraben catchment (Switzerland, Canton Valais), including more than 20 events of variable sizes. In order to better understand infrasound source mechanisms and to investigate the fluid dynamics processes involved in the infrasonic energy generation, debris-flow infrasound signals are quantitatively compared with independent hydraulic information of the flow (velocity, maximum flow depth and flow density). Finally, we discuss the use of extrapolated empirical relationships between infrasound signal features and flow characteristics for debris-flow monitoring and risk management.
How to cite: Belli, G., Marchetti, E., Walter, F., McArdell, B., Chmiel, M., and Wenner, M.: Investigating infrasound sources within Illgraben debris-flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1226, https://doi.org/10.5194/egusphere-egu21-1226, 2021.
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Debris flows are episodic gravitational currents, consisting of mixtures of water and debris in varying proportions. They occur in steep mountain torrents with volumes commonly exceeding thousands of m3. Given their unpredictability and their capability to transport large boulders, debris flows rank among the most dangerous natural hazards in mountain environments. Nevertheless, moderate flow velocities (typically < 10 m/s) make early warning in principle possible if the flows are detected early upon formation.
Infrasound studies of debris flows increased significantly in the last decade, focusing mostly on event detectability and application for early-warning. The use of infrasound arrays and the combined use of collocated seismic and infrasound sensors have turned out to be efficient systems for reliable detection of debris flows in near-real time.
Despite these advances, open questions remain about the possibility to infer debris-flow source characteristics and event magnitude from recorded infrasonic signals. This requires theoretical and/or empirical source models describing elastic energy radiation in the atmosphere, in the form of infrasound, and relating it with fluid dynamic processes within a debris flow. Infrasound radiated by debris-flows is believed to be generated by standing waves that develop at the free surface of the flow, but details of the involved dynamic processes are not fully understood.
Here, we present the analysis of infrasonic signals recorded with a small aperture array during the 2017-2020 debris-flow seasons in the Illgraben catchment (Switzerland, Canton Valais), including more than 20 events of variable sizes. In order to better understand infrasound source mechanisms and to investigate the fluid dynamics processes involved in the infrasonic energy generation, debris-flow infrasound signals are quantitatively compared with independent hydraulic information of the flow (velocity, maximum flow depth and flow density). Finally, we discuss the use of extrapolated empirical relationships between infrasound signal features and flow characteristics for debris-flow monitoring and risk management.
How to cite: Belli, G., Marchetti, E., Walter, F., McArdell, B., Chmiel, M., and Wenner, M.: Investigating infrasound sources within Illgraben debris-flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1226, https://doi.org/10.5194/egusphere-egu21-1226, 2021.
EGU21-10499 | vPICO presentations | NH3.2
Multiple debris flow surges monitored directly by DFLP system at Kamikamihori CreekTakahiro Itoh, Takahiko Nagayama, Satoru Matsuda, and Takahisa Mizuyama
The monitoring method for direct debris flow measurements using loadcells and so on, that were preliminary developed by WSL in Switzerland (McArdell et al., 2007), was firstly installed in Sakura-jima Island in Japan, where volcanic activity was severe, and many debris flows took place due to deposition of falling ash after eruptions. Debris Flow measurements with Loadcells and Pressure sensors (DFLP) system was installed referring to the method by WSL, and debris flow characteristics such as specific weight and volumetric sediment concentration have been obtained (e.g., Osaka et al., 2014).
In Japan, as well as in Sakura-jima island, attempts for debris flow monitoring were also carried out at KamiKamihori Creek since 1970s (e.g., Okuda et al., 1980), and there were a lot of debris flow events due to heavy rainfall. KamiKamihori Creek is at western side of Mt. Yake, where volcanic activity was severe at those time. The DFLP system was modified and installed there in November in 2014, because there were a lot of sediment deposition and debris flows took place though volcanic activity has been inactive. Present research could report the following results.
(1) Multiple debris floe over five surges were monitored using DFLP system installed in 2014 during 15 minutes in debris flow events on August 29th, 2019. Rainfall intensity for 10 minutes was 12 mm and accumulated depth was 56 mm just before those events. Antecedent time before those events was 4.5 hours.
(2) The DFLP system measured multiple debris flow surges in events on August 29th, 2019, and sediment concentration was calculated temporary and continuously. Time-averaged sediment concentration and relative mass density are calculated as 0.470 and 1.73, respectively, under flow discharge obtained by images analysis of CCTV video camera. Equilibrium sediment concentration of coarse sediment particles is estimated 0.160 for bed slope of 0.141 (8 degrees) and calculated value using the DFLP system is over than the equilibrium value because of mud phase due to fine sediment particles.
References
McArdell B.W., Bartelt P., Kowalski J. (2007). Field observations of basal forces and fluid pore pressure in a debris flow, Geophysical Research Letters, Vo. 34, L07406.
Okuda, S., Suwa, H., Okunishi, K., Yokoyama, K., and Nakano, M. (1980). Observation of the motion of debris flow and its geomorphological effects, Zeitschrift fur Geomorphology, Suppl.-Bd.35, pp. 142–163.
Osaka T., Utsunomiya R., Tagata S., Itoh T., Mizuyama T. (2014). Debris Flow Monitoring using Load Cells in Sakurajima Island, Proceedings of the Interpraevent 2014 in the Pacific Rim (edited by Fujita, M. et al.), Nov. 25-28, Nara, Japan, 2014, O-14.pdf in DVD.
How to cite: Itoh, T., Nagayama, T., Matsuda, S., and Mizuyama, T.: Multiple debris flow surges monitored directly by DFLP system at Kamikamihori Creek, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10499, https://doi.org/10.5194/egusphere-egu21-10499, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The monitoring method for direct debris flow measurements using loadcells and so on, that were preliminary developed by WSL in Switzerland (McArdell et al., 2007), was firstly installed in Sakura-jima Island in Japan, where volcanic activity was severe, and many debris flows took place due to deposition of falling ash after eruptions. Debris Flow measurements with Loadcells and Pressure sensors (DFLP) system was installed referring to the method by WSL, and debris flow characteristics such as specific weight and volumetric sediment concentration have been obtained (e.g., Osaka et al., 2014).
In Japan, as well as in Sakura-jima island, attempts for debris flow monitoring were also carried out at KamiKamihori Creek since 1970s (e.g., Okuda et al., 1980), and there were a lot of debris flow events due to heavy rainfall. KamiKamihori Creek is at western side of Mt. Yake, where volcanic activity was severe at those time. The DFLP system was modified and installed there in November in 2014, because there were a lot of sediment deposition and debris flows took place though volcanic activity has been inactive. Present research could report the following results.
(1) Multiple debris floe over five surges were monitored using DFLP system installed in 2014 during 15 minutes in debris flow events on August 29th, 2019. Rainfall intensity for 10 minutes was 12 mm and accumulated depth was 56 mm just before those events. Antecedent time before those events was 4.5 hours.
(2) The DFLP system measured multiple debris flow surges in events on August 29th, 2019, and sediment concentration was calculated temporary and continuously. Time-averaged sediment concentration and relative mass density are calculated as 0.470 and 1.73, respectively, under flow discharge obtained by images analysis of CCTV video camera. Equilibrium sediment concentration of coarse sediment particles is estimated 0.160 for bed slope of 0.141 (8 degrees) and calculated value using the DFLP system is over than the equilibrium value because of mud phase due to fine sediment particles.
References
McArdell B.W., Bartelt P., Kowalski J. (2007). Field observations of basal forces and fluid pore pressure in a debris flow, Geophysical Research Letters, Vo. 34, L07406.
Okuda, S., Suwa, H., Okunishi, K., Yokoyama, K., and Nakano, M. (1980). Observation of the motion of debris flow and its geomorphological effects, Zeitschrift fur Geomorphology, Suppl.-Bd.35, pp. 142–163.
Osaka T., Utsunomiya R., Tagata S., Itoh T., Mizuyama T. (2014). Debris Flow Monitoring using Load Cells in Sakurajima Island, Proceedings of the Interpraevent 2014 in the Pacific Rim (edited by Fujita, M. et al.), Nov. 25-28, Nara, Japan, 2014, O-14.pdf in DVD.
How to cite: Itoh, T., Nagayama, T., Matsuda, S., and Mizuyama, T.: Multiple debris flow surges monitored directly by DFLP system at Kamikamihori Creek, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10499, https://doi.org/10.5194/egusphere-egu21-10499, 2021.
EGU21-15399 | vPICO presentations | NH3.2
Multi-sensor approach towards understanding debris-flow activity in the Lattenbach catchment, AustriaPhilipp Aigner, Erik Kuschel, Christian Zangerl, Johannes Hübl, Markus Hrachowitz, Leonard Sklar, and Roland Kaitna
Debris flows (DFs) pose a severe risk to Alpine communities and infrastructure. The Lattenbach catchment (basin area 5,3 km², relief 2134 m) in Tyrol, Austria, is an example for an active DF-site with several DFs occurring per year. To improve our understanding of the DF-process cascade in this catchment, we raise the questions: where does the sediment originate, are hillslope processes the drivers for DF-activity, and how is the relationship of rainfall amount and DF-magnitude?
We employ an approach that makes use of the data richness of this study site: High resolution ALS and TLS terrain models and aerial photographs are considered to locate significant elevation differences. Furthermore, we performed an in-detail UAV-based surveying campaign of the active channel reaches for the 2019 and 2020 DF-season. Additionally, we use datasets captured by a DF monitoring station (discharge, volume, timing, precipitation) at the catchment outlet to assess triggering rainfall as well as DF-frequency and magnitudes.
We find that in the last fifteen years up to three events occurred annually. A single location, where all DFs originate from, is not detectable, indicating a variety of sediment sources is relevant for DF-initiation, including bank failures and channel incision, partly driven by deep-seated landslides that continuously feed the channel with sediment. Between the years 2005 and 2018 the DF-volumes recorded at the catchment outlet varied between about 5.000 m³ (small) and 46.000 m³ (large). A first analysis suggests that there is a prevailing “background noise“ pattern of relatively small DF-events that happen regularly during every DF-season. We hypothesize that rare, very large events represent a tipping point in the catchment system, which leads to a period of increased large-scale DF-activity over following seasons.
How to cite: Aigner, P., Kuschel, E., Zangerl, C., Hübl, J., Hrachowitz, M., Sklar, L., and Kaitna, R.: Multi-sensor approach towards understanding debris-flow activity in the Lattenbach catchment, Austria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15399, https://doi.org/10.5194/egusphere-egu21-15399, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Debris flows (DFs) pose a severe risk to Alpine communities and infrastructure. The Lattenbach catchment (basin area 5,3 km², relief 2134 m) in Tyrol, Austria, is an example for an active DF-site with several DFs occurring per year. To improve our understanding of the DF-process cascade in this catchment, we raise the questions: where does the sediment originate, are hillslope processes the drivers for DF-activity, and how is the relationship of rainfall amount and DF-magnitude?
We employ an approach that makes use of the data richness of this study site: High resolution ALS and TLS terrain models and aerial photographs are considered to locate significant elevation differences. Furthermore, we performed an in-detail UAV-based surveying campaign of the active channel reaches for the 2019 and 2020 DF-season. Additionally, we use datasets captured by a DF monitoring station (discharge, volume, timing, precipitation) at the catchment outlet to assess triggering rainfall as well as DF-frequency and magnitudes.
We find that in the last fifteen years up to three events occurred annually. A single location, where all DFs originate from, is not detectable, indicating a variety of sediment sources is relevant for DF-initiation, including bank failures and channel incision, partly driven by deep-seated landslides that continuously feed the channel with sediment. Between the years 2005 and 2018 the DF-volumes recorded at the catchment outlet varied between about 5.000 m³ (small) and 46.000 m³ (large). A first analysis suggests that there is a prevailing “background noise“ pattern of relatively small DF-events that happen regularly during every DF-season. We hypothesize that rare, very large events represent a tipping point in the catchment system, which leads to a period of increased large-scale DF-activity over following seasons.
How to cite: Aigner, P., Kuschel, E., Zangerl, C., Hübl, J., Hrachowitz, M., Sklar, L., and Kaitna, R.: Multi-sensor approach towards understanding debris-flow activity in the Lattenbach catchment, Austria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15399, https://doi.org/10.5194/egusphere-egu21-15399, 2021.
EGU21-13348 | vPICO presentations | NH3.2
Seismic classification of rainfall-induced lahars at Volcán de Colima, MéxicoIvonne Martínez Valdés, Víctor Hugo Márquez Ramírez, Lucia Capra, Velio Coviello, and Raúl Arámbula Mendoza
Rainfall-induced lahars are one of the most common phenomena in tropical volcanoes. Volcán de Colima (VdC) is the most active volcano in Mexico regarding intra-eruptive lahar generation. Lahars represent one of the main hazards for local communities located within a radius of 15 km from the summit. During the rainy season, from May to October dozens of lahars occur in the different ravines draining the VdC. Since 2007, lahar monitoring is performed for both research and civil purposes. Rain gauges, seismic sensors, cameras, and infrasound sensors are part of the current monitoring system deployed at Montegrande ravine (MR) which is located in the southern flank of the volcano. Here we present the data collected during the 2018 monitoring season that are composed of seventeen flow events, six of which feature the most complete dataset ever collected at MR. Data are recorded with multiple stations including broad-band seismic sensors (120 s), geophones (4.5 Hz), short-period seismometers (1 Hz) and a video camera installed along a 1.5 km channel reach. Three types of lahars have been classified based on the join-analysis of seismic signals and video images of these latter six events: dry front, diluted and multi-front. These classes are related to the solid-liquid composition and dynamics of the flows, and to the rainfall amount possibly triggering the processes. A linear discriminant analysis (LDA) is proposed to classify the rest of the events using seismic and rainfall records. Preliminary results show how the flow velocity and the presence of coarse fronts, inferred by means of cross-correlation method and inspection of the video images respectively, are the first factors controlling the characteristics of the seismic signals. This work also demonstrate how seismic techniques represent a valuable tool to describe the remarkable variability of flow dynamics along the travel path.
How to cite: Martínez Valdés, I., Márquez Ramírez, V. H., Capra, L., Coviello, V., and Arámbula Mendoza, R.: Seismic classification of rainfall-induced lahars at Volcán de Colima, México, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13348, https://doi.org/10.5194/egusphere-egu21-13348, 2021.
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Rainfall-induced lahars are one of the most common phenomena in tropical volcanoes. Volcán de Colima (VdC) is the most active volcano in Mexico regarding intra-eruptive lahar generation. Lahars represent one of the main hazards for local communities located within a radius of 15 km from the summit. During the rainy season, from May to October dozens of lahars occur in the different ravines draining the VdC. Since 2007, lahar monitoring is performed for both research and civil purposes. Rain gauges, seismic sensors, cameras, and infrasound sensors are part of the current monitoring system deployed at Montegrande ravine (MR) which is located in the southern flank of the volcano. Here we present the data collected during the 2018 monitoring season that are composed of seventeen flow events, six of which feature the most complete dataset ever collected at MR. Data are recorded with multiple stations including broad-band seismic sensors (120 s), geophones (4.5 Hz), short-period seismometers (1 Hz) and a video camera installed along a 1.5 km channel reach. Three types of lahars have been classified based on the join-analysis of seismic signals and video images of these latter six events: dry front, diluted and multi-front. These classes are related to the solid-liquid composition and dynamics of the flows, and to the rainfall amount possibly triggering the processes. A linear discriminant analysis (LDA) is proposed to classify the rest of the events using seismic and rainfall records. Preliminary results show how the flow velocity and the presence of coarse fronts, inferred by means of cross-correlation method and inspection of the video images respectively, are the first factors controlling the characteristics of the seismic signals. This work also demonstrate how seismic techniques represent a valuable tool to describe the remarkable variability of flow dynamics along the travel path.
How to cite: Martínez Valdés, I., Márquez Ramírez, V. H., Capra, L., Coviello, V., and Arámbula Mendoza, R.: Seismic classification of rainfall-induced lahars at Volcán de Colima, México, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13348, https://doi.org/10.5194/egusphere-egu21-13348, 2021.
EGU21-4968 | vPICO presentations | NH3.2 | Highlight
Rainfall Spatial variability, rainfall intensity–duration (ID) thresholds, and the initiation of debris flows in the eastern Italian AlpsOliver Francis, Hui Tang, Carlo Gregoretti, Matteo Berti, Martino Bernard, and Alessandro Simoni
Runoff-generated debris flows are a significant hazard in steep mountain ranges across the world. During intense rainfall storms, runoff can rapidly form in small steep basins and mobilise large volumes of sediment triggering debris flows which can damage infrastructure and endanger lives. A common method for forecasting debris flows is deriving empirical rainfall intensity–duration (ID) thresholds from previously recorded debris flow events in a given area. However, the storms which trigger debris flows usually are short and intense with high spatial variation making an accurate recording of the conditions responsible for initiation difficult.
In this study, we investigate the impact of the spatial variability of rainfall on debris flow initiation in small, steep, and debris flow prone catchments in the eastern Italian Alps (Dolomites) using the SWEHR (Shallow Water Equation Hairsine-Rose) numerical model. The modelled catchments are monitored by multiple rain gages which we use to quantify the uncertainty of the rainfall ID thresholds due to the spatial variation of rainfall by comparing empirical and numerically modelled thresholds. We also compare simulated triggering discharges for debris flows with available field observations in the study area. This study will help to improve the quality of hazard forecasting of debris flows in mountainous regions
How to cite: Francis, O., Tang, H., Gregoretti, C., Berti, M., Bernard, M., and Simoni, A.: Rainfall Spatial variability, rainfall intensity–duration (ID) thresholds, and the initiation of debris flows in the eastern Italian Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4968, https://doi.org/10.5194/egusphere-egu21-4968, 2021.
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Runoff-generated debris flows are a significant hazard in steep mountain ranges across the world. During intense rainfall storms, runoff can rapidly form in small steep basins and mobilise large volumes of sediment triggering debris flows which can damage infrastructure and endanger lives. A common method for forecasting debris flows is deriving empirical rainfall intensity–duration (ID) thresholds from previously recorded debris flow events in a given area. However, the storms which trigger debris flows usually are short and intense with high spatial variation making an accurate recording of the conditions responsible for initiation difficult.
In this study, we investigate the impact of the spatial variability of rainfall on debris flow initiation in small, steep, and debris flow prone catchments in the eastern Italian Alps (Dolomites) using the SWEHR (Shallow Water Equation Hairsine-Rose) numerical model. The modelled catchments are monitored by multiple rain gages which we use to quantify the uncertainty of the rainfall ID thresholds due to the spatial variation of rainfall by comparing empirical and numerically modelled thresholds. We also compare simulated triggering discharges for debris flows with available field observations in the study area. This study will help to improve the quality of hazard forecasting of debris flows in mountainous regions
How to cite: Francis, O., Tang, H., Gregoretti, C., Berti, M., Bernard, M., and Simoni, A.: Rainfall Spatial variability, rainfall intensity–duration (ID) thresholds, and the initiation of debris flows in the eastern Italian Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4968, https://doi.org/10.5194/egusphere-egu21-4968, 2021.
EGU21-16257 | vPICO presentations | NH3.2 | Highlight
TLS-recorded massive bedrock erosion of a hyperconcentrated flow in an Alpine Gorge: approaches to modelling the event (Höllentalklamm, Germany)Verena Stammberger, Benjamin Jacobs, and Michael Krautblatter
High-intensity precipitation events and the resulting extreme discharges in mountain torrents are immensely dangerous and destructive hazards that can put lives in danger and cause expensive damages to infrastructure. There is a high probability that further changes in climate will favour the genesis and therefore increase the frequency of such extreme events. Nevertheless, there is a pronounced desire to experience breathtaking mountainous landscapes, especially when easy accessible. An example is the Höllental gorge (between 1032 and 1062 m a.s.l., Wetterstein mountains, Germany), a key touristic attraction in the region with up to 100k visitors per year. Especially for such highly frequented places, the knowledge and comprehension of possible risks from hydrological and geomorphic hazards is crucial. With this in mind, we are reconstructing and discussing possible modelling approaches of a recent event of a hyperconcentrated flow through the gorge.
In June 2020 a local extreme precipitation event between 50 and 60 mm/h caused a rapid accumulation of the surface runoff due to the steep slopes of the Höllental (inclination of ø 110%). Secondary sediment storages were mobilized and transported to the main channel where a hyperconcentrated flow developed at the beginning of the gorge. Depending on the percentage of transported sediment in the flow, temporary transitions to a debris flow were possible. Throughout the ravine, massive forces reshaped the rock walls and the channel bed by particle erosion, shearing and relocation of boulders up to 20 m3.
In this study we present a comparison of two terrestrial laser scan campaigns, the first two weeks prior to the event and the second just five days after. We were able to accurately calculate the morphological changes along the sides of the channel and obtained a unique data set for bedrock erosion rates due to the impact of a hyperconcentrated flow. We mapped the flow height throughout the whole gorge by identifying the visible transition of undisturbed to roughened rock surfaces. DEM difference calculation upstream allows to determine the erosion and deposition heights as well as the corresponding volumes. Additionally, electrical resistivity tomographies reveal the thickness of (still) available sediment upstream.
Here we discuss possible numerical and analytical modelling approaches and analyse preliminary results. We aim at coupling the observed erosion rates to calculated velocities of a model that integrates the complex topography as well as the rheological parameters of the flow. A calibration of the model will be achieved with the mapped flow height in the gorge. Due to the complexity of the gorge, a frequently used numerical simulation as well as a analytical open-channel flow model will be analyzed and compared.
This study presents a unique dataset of effective erosion rates with records collected pre- and post-event. The results contribute to strongly improve the understanding of the flow dynamics in hyperconcentrated flows and give unparalleled information about erosion processes in narrow bedrock channels.
How to cite: Stammberger, V., Jacobs, B., and Krautblatter, M.: TLS-recorded massive bedrock erosion of a hyperconcentrated flow in an Alpine Gorge: approaches to modelling the event (Höllentalklamm, Germany), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16257, https://doi.org/10.5194/egusphere-egu21-16257, 2021.
High-intensity precipitation events and the resulting extreme discharges in mountain torrents are immensely dangerous and destructive hazards that can put lives in danger and cause expensive damages to infrastructure. There is a high probability that further changes in climate will favour the genesis and therefore increase the frequency of such extreme events. Nevertheless, there is a pronounced desire to experience breathtaking mountainous landscapes, especially when easy accessible. An example is the Höllental gorge (between 1032 and 1062 m a.s.l., Wetterstein mountains, Germany), a key touristic attraction in the region with up to 100k visitors per year. Especially for such highly frequented places, the knowledge and comprehension of possible risks from hydrological and geomorphic hazards is crucial. With this in mind, we are reconstructing and discussing possible modelling approaches of a recent event of a hyperconcentrated flow through the gorge.
In June 2020 a local extreme precipitation event between 50 and 60 mm/h caused a rapid accumulation of the surface runoff due to the steep slopes of the Höllental (inclination of ø 110%). Secondary sediment storages were mobilized and transported to the main channel where a hyperconcentrated flow developed at the beginning of the gorge. Depending on the percentage of transported sediment in the flow, temporary transitions to a debris flow were possible. Throughout the ravine, massive forces reshaped the rock walls and the channel bed by particle erosion, shearing and relocation of boulders up to 20 m3.
In this study we present a comparison of two terrestrial laser scan campaigns, the first two weeks prior to the event and the second just five days after. We were able to accurately calculate the morphological changes along the sides of the channel and obtained a unique data set for bedrock erosion rates due to the impact of a hyperconcentrated flow. We mapped the flow height throughout the whole gorge by identifying the visible transition of undisturbed to roughened rock surfaces. DEM difference calculation upstream allows to determine the erosion and deposition heights as well as the corresponding volumes. Additionally, electrical resistivity tomographies reveal the thickness of (still) available sediment upstream.
Here we discuss possible numerical and analytical modelling approaches and analyse preliminary results. We aim at coupling the observed erosion rates to calculated velocities of a model that integrates the complex topography as well as the rheological parameters of the flow. A calibration of the model will be achieved with the mapped flow height in the gorge. Due to the complexity of the gorge, a frequently used numerical simulation as well as a analytical open-channel flow model will be analyzed and compared.
This study presents a unique dataset of effective erosion rates with records collected pre- and post-event. The results contribute to strongly improve the understanding of the flow dynamics in hyperconcentrated flows and give unparalleled information about erosion processes in narrow bedrock channels.
How to cite: Stammberger, V., Jacobs, B., and Krautblatter, M.: TLS-recorded massive bedrock erosion of a hyperconcentrated flow in an Alpine Gorge: approaches to modelling the event (Höllentalklamm, Germany), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16257, https://doi.org/10.5194/egusphere-egu21-16257, 2021.
EGU21-11815 | vPICO presentations | NH3.2
Time-lapse point clouds of moving granular flows: Preliminary insights and future outlookRaffaele Spielmann, Jordan Aaron, and Brian McArdell
Debris flows are extremely rapid, flow-like landslides that can impact people and infrastructure far from their source. Reducing debris flow hazard requires an understanding of the mechanisms which govern debris flow behavior, such as grain size segregation, entrainment, deposition and liquefaction, as well as accurate numerical models, which must be validated based on laboratory and field data. Thus, knowledge of debris flow mechanisms, as well as forecasts of debris flow behavior, require accurate measurement of a number of quantities that vary through time, which include slope inclinations, front velocity, flow depth and flow volume. These parameters are difficult to measure in moving granular flows, however newly available sensors have the potential to accurately capture them. These sensors include high resolution LiDAR and depth cameras, which are potentially useful for the field and laboratory scale, respectively. In the present work, we implement a processing pipeline to attempt to estimate these four parameters, and associated errors, using two such sensors; a LiDAR sensor (Ouster OS1-64 Gen 1) which is planned for a field installation and a depth camera (Intel RealSense Depth Camera D415) which is useful for laboratory scale experiments.
We performed a series of laboratory experiments, where different dry sediment mixtures were released down an inclined plane, and both sensors were used to collect time-lapse point clouds of the moving material. These point clouds were recorded at a rate of 10 Hz and 30 Hz, for the Ouster OS1-64 sensor and Intel RealSense Depth Camera D415 respectively. Our processing pipeline involves aligning the point cloud frames, isolating the moving material based on reflectivity or infrared thresholds, and then measuring the four parameters detailed above in each frame. Both sensors are able to measure slope angle, velocity and volume, however the measurement of the free surface gradient was subject to more error. The experimentally determined noise levels for the sensors were different, with 3 cm for the LiDAR scanner, and 0.5 cm for the depth camera. Additionally, the more accurate depth camera enabled tracking of larger particles on the flow surface. Interestingly, we measure a consistent volume dilation of the flowing debris, with a volume increase of about 39% over 0.1 s.
Thus, both sensors will be useful tools for understanding fundamental debris flow mechanisms. Future work will focus on defining a relationship between flow velocity and material contraction/dilation, and will further refine the processing algorithm to more accurately assess these four parameters. Additionally, we will present an overview of the set-up and installation of an OS1-64 sensor in the Illgraben catchment, Europe's most active debris flow catchment.
How to cite: Spielmann, R., Aaron, J., and McArdell, B.: Time-lapse point clouds of moving granular flows: Preliminary insights and future outlook, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11815, https://doi.org/10.5194/egusphere-egu21-11815, 2021.
Debris flows are extremely rapid, flow-like landslides that can impact people and infrastructure far from their source. Reducing debris flow hazard requires an understanding of the mechanisms which govern debris flow behavior, such as grain size segregation, entrainment, deposition and liquefaction, as well as accurate numerical models, which must be validated based on laboratory and field data. Thus, knowledge of debris flow mechanisms, as well as forecasts of debris flow behavior, require accurate measurement of a number of quantities that vary through time, which include slope inclinations, front velocity, flow depth and flow volume. These parameters are difficult to measure in moving granular flows, however newly available sensors have the potential to accurately capture them. These sensors include high resolution LiDAR and depth cameras, which are potentially useful for the field and laboratory scale, respectively. In the present work, we implement a processing pipeline to attempt to estimate these four parameters, and associated errors, using two such sensors; a LiDAR sensor (Ouster OS1-64 Gen 1) which is planned for a field installation and a depth camera (Intel RealSense Depth Camera D415) which is useful for laboratory scale experiments.
We performed a series of laboratory experiments, where different dry sediment mixtures were released down an inclined plane, and both sensors were used to collect time-lapse point clouds of the moving material. These point clouds were recorded at a rate of 10 Hz and 30 Hz, for the Ouster OS1-64 sensor and Intel RealSense Depth Camera D415 respectively. Our processing pipeline involves aligning the point cloud frames, isolating the moving material based on reflectivity or infrared thresholds, and then measuring the four parameters detailed above in each frame. Both sensors are able to measure slope angle, velocity and volume, however the measurement of the free surface gradient was subject to more error. The experimentally determined noise levels for the sensors were different, with 3 cm for the LiDAR scanner, and 0.5 cm for the depth camera. Additionally, the more accurate depth camera enabled tracking of larger particles on the flow surface. Interestingly, we measure a consistent volume dilation of the flowing debris, with a volume increase of about 39% over 0.1 s.
Thus, both sensors will be useful tools for understanding fundamental debris flow mechanisms. Future work will focus on defining a relationship between flow velocity and material contraction/dilation, and will further refine the processing algorithm to more accurately assess these four parameters. Additionally, we will present an overview of the set-up and installation of an OS1-64 sensor in the Illgraben catchment, Europe's most active debris flow catchment.
How to cite: Spielmann, R., Aaron, J., and McArdell, B.: Time-lapse point clouds of moving granular flows: Preliminary insights and future outlook, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11815, https://doi.org/10.5194/egusphere-egu21-11815, 2021.
EGU21-13846 | vPICO presentations | NH3.2 | Highlight
Towards real-time global assessment of post-fire debris flow hazards with remotely sensed dataElijah Orland, Dalia Kirschbaum, and Thomas Stanley
As the risk of wildfires increases worldwide, burned steeplands are vulnerable to the secondary hazard of widespread sediment mobilization through debris flows. Following an initial burn, sediment and soil previously restrained by vegetation are no longer consolidated, allowing for easy mobilization into channels and along steep hillslopes through runoff. Sufficiently powerful rainfall incorporates entrained material into turbulent flows and serves as the primary trigger for debris flow initiation. There is thus an ongoing need to establish the relationship between rainfall and debris flow initiation based on a variety of spatiotemporal preconditions. Previous work establishes regional and local thresholds to constrain the effect of rainfall in recently burned areas, but no empirical or numerical solution has worldwide application. Building from regionally-based efforts in the U.S., this work considers how remote sensing data can be applied to better approximate the post-fire debris flow hazards worldwide using freely available global datasets and software. Our work assesses the utility of remote sensing resources for analyzing burn characteristics, topography, rainfall intensity/duration, and, thus, debris flow initiation. Early results show that global observations are sufficient to delineate background rainfall rates from storms likely to cause debris flows across a variety of burn severity and topographic conditions. However, the dearth of publicly-available post-fire debris flow inventories globally limit the ability to test how the model framework performs within different climatologic and morphologic areas. This work will present preliminary analysis over the Western United States and demonstrate the feasibility of a global, near-real time model to provide situational awareness of potential hazards within recently burned areas worldwide. Future work will also consider how global or regional precipitation forecasts may increase the lead time for improved early warning of these hazards.
How to cite: Orland, E., Kirschbaum, D., and Stanley, T.: Towards real-time global assessment of post-fire debris flow hazards with remotely sensed data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13846, https://doi.org/10.5194/egusphere-egu21-13846, 2021.
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As the risk of wildfires increases worldwide, burned steeplands are vulnerable to the secondary hazard of widespread sediment mobilization through debris flows. Following an initial burn, sediment and soil previously restrained by vegetation are no longer consolidated, allowing for easy mobilization into channels and along steep hillslopes through runoff. Sufficiently powerful rainfall incorporates entrained material into turbulent flows and serves as the primary trigger for debris flow initiation. There is thus an ongoing need to establish the relationship between rainfall and debris flow initiation based on a variety of spatiotemporal preconditions. Previous work establishes regional and local thresholds to constrain the effect of rainfall in recently burned areas, but no empirical or numerical solution has worldwide application. Building from regionally-based efforts in the U.S., this work considers how remote sensing data can be applied to better approximate the post-fire debris flow hazards worldwide using freely available global datasets and software. Our work assesses the utility of remote sensing resources for analyzing burn characteristics, topography, rainfall intensity/duration, and, thus, debris flow initiation. Early results show that global observations are sufficient to delineate background rainfall rates from storms likely to cause debris flows across a variety of burn severity and topographic conditions. However, the dearth of publicly-available post-fire debris flow inventories globally limit the ability to test how the model framework performs within different climatologic and morphologic areas. This work will present preliminary analysis over the Western United States and demonstrate the feasibility of a global, near-real time model to provide situational awareness of potential hazards within recently burned areas worldwide. Future work will also consider how global or regional precipitation forecasts may increase the lead time for improved early warning of these hazards.
How to cite: Orland, E., Kirschbaum, D., and Stanley, T.: Towards real-time global assessment of post-fire debris flow hazards with remotely sensed data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13846, https://doi.org/10.5194/egusphere-egu21-13846, 2021.
EGU21-16520 | vPICO presentations | NH3.2
Relating sediment supply to the morphological and hydro-meteorological characteristics of torrent catchmentsMaxime Morel, Guillaume Piton, Caroline Le Bouteiller, Alexandre Mas, and Guillaume Evin
In mountain areas, the quantification of sediment yield is essential in the diagnosis of a torrential watershed. The objective of this study is to present a prediction method based on multivariate statistical models calibrated from an original data set covering nearly 130 torrential basins in the Northern French Alps. Data on sediment yield and occurrence of torrential events were collected on these catchments thanks to registries from sediment retention basins (average monitoring period of 20 years) and historical archives of the catchment basin managers. On these catchments, several morphological and hydro-meteorological characteristics were calculated (e.g. geological and sediment connectivity indices, the rate of connected eroding areas in the catchment, the Melton index, the slope of the fan, etc.) in order to relate them to sediment production and the frequency of occurrence of torrential events. These models allow the estimation of quantiles of the sediment yield in small torrent catchments. These models could be useful to evaluate sediment yield and the occurrence of torrential events on catchment not equipped with sedimentation structures.
How to cite: Morel, M., Piton, G., Le Bouteiller, C., Mas, A., and Evin, G.: Relating sediment supply to the morphological and hydro-meteorological characteristics of torrent catchments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16520, https://doi.org/10.5194/egusphere-egu21-16520, 2021.
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In mountain areas, the quantification of sediment yield is essential in the diagnosis of a torrential watershed. The objective of this study is to present a prediction method based on multivariate statistical models calibrated from an original data set covering nearly 130 torrential basins in the Northern French Alps. Data on sediment yield and occurrence of torrential events were collected on these catchments thanks to registries from sediment retention basins (average monitoring period of 20 years) and historical archives of the catchment basin managers. On these catchments, several morphological and hydro-meteorological characteristics were calculated (e.g. geological and sediment connectivity indices, the rate of connected eroding areas in the catchment, the Melton index, the slope of the fan, etc.) in order to relate them to sediment production and the frequency of occurrence of torrential events. These models allow the estimation of quantiles of the sediment yield in small torrent catchments. These models could be useful to evaluate sediment yield and the occurrence of torrential events on catchment not equipped with sedimentation structures.
How to cite: Morel, M., Piton, G., Le Bouteiller, C., Mas, A., and Evin, G.: Relating sediment supply to the morphological and hydro-meteorological characteristics of torrent catchments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16520, https://doi.org/10.5194/egusphere-egu21-16520, 2021.
EGU21-10777 | vPICO presentations | NH3.2
A combined model approach for debris-flow impact forcesLukas Reider, Anna-Lisa Fuchs, Lisa Dankwerth, Susanna Wernhart, Roland Kaitna, Georg Nagl, Dirk Proske, and Christian Scheidl
For the design of mitigation measures knowledge of debris-flow impact forces, usually estimated based on hydrostatic, hydrodynamic, or combined approaches, is essential. As these approaches are based on Newtonian fluids, they must be adjusted by empirical correction factors to account for the solid-fluid nature of debris flows. The values for the correction factors shown in the literature vary over a wide range and several studies showed a clear dependence with the Froude regime of debris flows.
To better understand the correction factors and to be able to calculate them using parameters that describe the flow behaviour a total of 32 experiments were conducted in the course of the project “Debris flow impact forces on bridge super structures (DEFSUP)”, funded by the Austrian Science Fund (FWF). Two different material compositions, different water contents as well as a total impact and a bypassing of the measuring block were tested.
The experimental setup designed within the project consists of a 4 m long semi-circular channel with a diameter of 300 mm and an inclination of 20°. The material is released from a rectangular reservoir in a dam-break scenario and accelerated with zero roughness on a length of 1.2 m and transferred to the semi-circle profile. The subsequently introduced roughness with a grain diameter of 1-2 mm generates a stationary phenomenological debris flow until it hits the measuring setup. With a starting volume of 50 kg, flow heights between 8 and 12 cm and velocities from 0.8 to 2.2 m/s were achieved according to the material composition and different water content. With these different mixtures a Froude-range from 0.6 to 3.6 was covered. In addition, normal stresses and pore water pressures were measured at the exact same point.
A detailed analysis of the measured impact forces together with the above mentioned measured parameters showed that the hydrodynamic correction factor is a constant mainly corresponding to the liquification ratio of the debris-flow mixture. Hence, the hydrodynamic correction factor can be regarded as a drag coefficient and seems to depend mainly on the internal friction of the flowing medium. At low Froude numbers measured impact forces exceed even a full momentum transfer if the mean bulk density is used for the calculation. This indicates that the impact forces can no longer be described by the hydrodynamic approach alone. For this reason, an additional pressure term based on a hydrostatic approach is considered in the combined concept. This additional pressure term depends on the dynamics of flow (Froude number) and can be modelled via a dynamic earth pressure coefficient.
The findings from these experiments contribute to a better prediction of debris-flows impact forces in terms of their material composition and flow behaviour.
How to cite: Reider, L., Fuchs, A.-L., Dankwerth, L., Wernhart, S., Kaitna, R., Nagl, G., Proske, D., and Scheidl, C.: A combined model approach for debris-flow impact forces, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10777, https://doi.org/10.5194/egusphere-egu21-10777, 2021.
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For the design of mitigation measures knowledge of debris-flow impact forces, usually estimated based on hydrostatic, hydrodynamic, or combined approaches, is essential. As these approaches are based on Newtonian fluids, they must be adjusted by empirical correction factors to account for the solid-fluid nature of debris flows. The values for the correction factors shown in the literature vary over a wide range and several studies showed a clear dependence with the Froude regime of debris flows.
To better understand the correction factors and to be able to calculate them using parameters that describe the flow behaviour a total of 32 experiments were conducted in the course of the project “Debris flow impact forces on bridge super structures (DEFSUP)”, funded by the Austrian Science Fund (FWF). Two different material compositions, different water contents as well as a total impact and a bypassing of the measuring block were tested.
The experimental setup designed within the project consists of a 4 m long semi-circular channel with a diameter of 300 mm and an inclination of 20°. The material is released from a rectangular reservoir in a dam-break scenario and accelerated with zero roughness on a length of 1.2 m and transferred to the semi-circle profile. The subsequently introduced roughness with a grain diameter of 1-2 mm generates a stationary phenomenological debris flow until it hits the measuring setup. With a starting volume of 50 kg, flow heights between 8 and 12 cm and velocities from 0.8 to 2.2 m/s were achieved according to the material composition and different water content. With these different mixtures a Froude-range from 0.6 to 3.6 was covered. In addition, normal stresses and pore water pressures were measured at the exact same point.
A detailed analysis of the measured impact forces together with the above mentioned measured parameters showed that the hydrodynamic correction factor is a constant mainly corresponding to the liquification ratio of the debris-flow mixture. Hence, the hydrodynamic correction factor can be regarded as a drag coefficient and seems to depend mainly on the internal friction of the flowing medium. At low Froude numbers measured impact forces exceed even a full momentum transfer if the mean bulk density is used for the calculation. This indicates that the impact forces can no longer be described by the hydrodynamic approach alone. For this reason, an additional pressure term based on a hydrostatic approach is considered in the combined concept. This additional pressure term depends on the dynamics of flow (Froude number) and can be modelled via a dynamic earth pressure coefficient.
The findings from these experiments contribute to a better prediction of debris-flows impact forces in terms of their material composition and flow behaviour.
How to cite: Reider, L., Fuchs, A.-L., Dankwerth, L., Wernhart, S., Kaitna, R., Nagl, G., Proske, D., and Scheidl, C.: A combined model approach for debris-flow impact forces, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10777, https://doi.org/10.5194/egusphere-egu21-10777, 2021.
EGU21-14877 | vPICO presentations | NH3.2
Flume investigation of cylindrical baffles for dissipation of debris flow energyChan-Young Yune and Beom-Jun Kim
A debris flow with a high speed along valleys has been reported to cause serious damages to urban area or infrastructure. To prevent debris flow disaster, countermeasures for flow-impeding structures are installed on the flow path of debris flows. Recently, an installation of cylindrical baffles which are open-type countermeasures has increased because of a low construction cost, filtering out rocks, and an increased hydraulic continuity. However, a comprehensive design guideline for specification and arrangement on cylindrical baffles has not yet been suggested. Moreover, the design of baffle installation is mainly based on empirical approaches as the influence of baffle array on debris mobility is not well understood. In this study, to investigate the effect of cylindrical baffles on the flow characteristics of debris flow, a series of small-scale flume tests were performed according to the varying baffle height and row numbers of installed baffles. High-speed cameras and digital camera to record the flow interaction with baffles were installed at the top and side of the channel. To reproduce the viscosity of debris flows caused by fine-grained soil in the flume, glycerin was mixed with debris materials (sand and gravel). After the test, the velocity and energy dissipation according to various baffle arrays were estimated. Test results showed that the installation of baffles reduced the frontal velocity of debris flows. Furthermore, taller baffles also increased the effect of the energy dissipation in debris flows, but additional rows of the baffle did not have a major effect on the energy dissipation. Thus, increasing the height of baffle led to an increased efficiency of energy dissipation of debris flows.
How to cite: Yune, C.-Y. and Kim, B.-J.: Flume investigation of cylindrical baffles for dissipation of debris flow energy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14877, https://doi.org/10.5194/egusphere-egu21-14877, 2021.
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A debris flow with a high speed along valleys has been reported to cause serious damages to urban area or infrastructure. To prevent debris flow disaster, countermeasures for flow-impeding structures are installed on the flow path of debris flows. Recently, an installation of cylindrical baffles which are open-type countermeasures has increased because of a low construction cost, filtering out rocks, and an increased hydraulic continuity. However, a comprehensive design guideline for specification and arrangement on cylindrical baffles has not yet been suggested. Moreover, the design of baffle installation is mainly based on empirical approaches as the influence of baffle array on debris mobility is not well understood. In this study, to investigate the effect of cylindrical baffles on the flow characteristics of debris flow, a series of small-scale flume tests were performed according to the varying baffle height and row numbers of installed baffles. High-speed cameras and digital camera to record the flow interaction with baffles were installed at the top and side of the channel. To reproduce the viscosity of debris flows caused by fine-grained soil in the flume, glycerin was mixed with debris materials (sand and gravel). After the test, the velocity and energy dissipation according to various baffle arrays were estimated. Test results showed that the installation of baffles reduced the frontal velocity of debris flows. Furthermore, taller baffles also increased the effect of the energy dissipation in debris flows, but additional rows of the baffle did not have a major effect on the energy dissipation. Thus, increasing the height of baffle led to an increased efficiency of energy dissipation of debris flows.
How to cite: Yune, C.-Y. and Kim, B.-J.: Flume investigation of cylindrical baffles for dissipation of debris flow energy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14877, https://doi.org/10.5194/egusphere-egu21-14877, 2021.
EGU21-9144 | vPICO presentations | NH3.2
Sediment-trapping effectiveness of check dams with multiple debris-flow surges: Experimental studyJiangang Chen, Xi'an Wang, and Huayong Chen
A series of check dams were constructed for debris-flow hazard mitigation in China. Based on the results of field investigation, check dam has a significant impact on the geomorphology of debris flow gully, especially the upstream and downstream of a check dam. According to the relationship between the sediment deposition thickness and the check dam height, the running status of a check dam can be divided into three states: without sediment deposition, half of the storage capacity with sediment deposition, and full of sediment deposition. With the accumulation of sediment transport, the running state of a check dam gradually changed and the sediment-trapping effect of check dams has gradually weakened, leading to the loss of part of the disaster mitigation effect, increasing the risk of downstream infrastructure and human security. Therefore, experiments with multi-surges of debris flows were carried out to study the geomorphic and sediment-trapping effectiveness of check dams. The results showed that with the increase of the sediment amount with multi-surges, the deposition slope in the downstream dam approached or even exceeded that of upstream dam. For one surge, deposition morphology has slightly difference in the cascade dams. At last, a method for calculating the reduction coefficient of deposition slope considering the check dam height and sediment amount with multi-surges is proposed.
How to cite: Chen, J., Wang, X., and Chen, H.: Sediment-trapping effectiveness of check dams with multiple debris-flow surges: Experimental study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9144, https://doi.org/10.5194/egusphere-egu21-9144, 2021.
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A series of check dams were constructed for debris-flow hazard mitigation in China. Based on the results of field investigation, check dam has a significant impact on the geomorphology of debris flow gully, especially the upstream and downstream of a check dam. According to the relationship between the sediment deposition thickness and the check dam height, the running status of a check dam can be divided into three states: without sediment deposition, half of the storage capacity with sediment deposition, and full of sediment deposition. With the accumulation of sediment transport, the running state of a check dam gradually changed and the sediment-trapping effect of check dams has gradually weakened, leading to the loss of part of the disaster mitigation effect, increasing the risk of downstream infrastructure and human security. Therefore, experiments with multi-surges of debris flows were carried out to study the geomorphic and sediment-trapping effectiveness of check dams. The results showed that with the increase of the sediment amount with multi-surges, the deposition slope in the downstream dam approached or even exceeded that of upstream dam. For one surge, deposition morphology has slightly difference in the cascade dams. At last, a method for calculating the reduction coefficient of deposition slope considering the check dam height and sediment amount with multi-surges is proposed.
How to cite: Chen, J., Wang, X., and Chen, H.: Sediment-trapping effectiveness of check dams with multiple debris-flow surges: Experimental study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9144, https://doi.org/10.5194/egusphere-egu21-9144, 2021.
EGU21-2565 | vPICO presentations | NH3.2
Deciphering the seismic and normal-force fluctuation signatures of debris flows: an experimental assessment of the effects of flow composition and dynamicsTjalling de Haas, Amanda Aaberg, Fabian Walter, and Zhen Zhang
Debris flows are gravity-driven mass movements that are common natural hazards in mountain regions worldwide. Previous work has shown that measurements of ground vibrations are capable of detecting the timing, speed, and location of landslides and debris flows. A remaining question is whether or not additional flow properties, such as grain-size distribution, flow depth, and impact stress can be inferred reliably from seismic data. Here, we experimentally explore the relation of seismic vibrations and normal-force fluctuations with debris-flow composition and dynamics. We show that seismic vibrations and normal-force fluctuations induced by debris flows are strongly correlated, and that both are strongly affected by debris-flow composition. We find that the effects of the large-particle distribution on seismic vibrations and normal-force fluctuations are substantially more pronounced than the effects of water fraction, clay fraction, and flow volume, especially when normalized by flow depth. We further show that for flows with similar coarse-particle distributions seismic vibrations and normal-force fluctuations can be reasonably-well related to flow depth, even if total flow volume, water fraction, and the size distribution of fines varies. Our experimental results shed light on how changes in large-particle, clay, and water fractions affect the seismic and force-fluctuation signatures of debris flows, and provide important guidelines for their interpretation.
How to cite: de Haas, T., Aaberg, A., Walter, F., and Zhang, Z.: Deciphering the seismic and normal-force fluctuation signatures of debris flows: an experimental assessment of the effects of flow composition and dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2565, https://doi.org/10.5194/egusphere-egu21-2565, 2021.
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Debris flows are gravity-driven mass movements that are common natural hazards in mountain regions worldwide. Previous work has shown that measurements of ground vibrations are capable of detecting the timing, speed, and location of landslides and debris flows. A remaining question is whether or not additional flow properties, such as grain-size distribution, flow depth, and impact stress can be inferred reliably from seismic data. Here, we experimentally explore the relation of seismic vibrations and normal-force fluctuations with debris-flow composition and dynamics. We show that seismic vibrations and normal-force fluctuations induced by debris flows are strongly correlated, and that both are strongly affected by debris-flow composition. We find that the effects of the large-particle distribution on seismic vibrations and normal-force fluctuations are substantially more pronounced than the effects of water fraction, clay fraction, and flow volume, especially when normalized by flow depth. We further show that for flows with similar coarse-particle distributions seismic vibrations and normal-force fluctuations can be reasonably-well related to flow depth, even if total flow volume, water fraction, and the size distribution of fines varies. Our experimental results shed light on how changes in large-particle, clay, and water fractions affect the seismic and force-fluctuation signatures of debris flows, and provide important guidelines for their interpretation.
How to cite: de Haas, T., Aaberg, A., Walter, F., and Zhang, Z.: Deciphering the seismic and normal-force fluctuation signatures of debris flows: an experimental assessment of the effects of flow composition and dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2565, https://doi.org/10.5194/egusphere-egu21-2565, 2021.
EGU21-14075 | vPICO presentations | NH3.2
Dynamic evolution of debris flow grain compositionYong Li
Debris flow is composed of solid grains of different sizes. the characteristics of grain size distribution reflect the movement mode and dynamic conditions of the fluid, and have different effects on the movement of debris flow. Due to the high variability of debris flow materials, the granular interaction is bound to affect the fluid properties. The grain size distribution (GSD) of debris flow satisfies the formula: P(D)=CD-μexp(-D/Dc), where, GSD parameters μ and Dc can comprehensively reflect the change of grain composition. with μ reflecting the structure and variation characteristics of fine grains, and Dc reflecting the range of grain size. Field surveys in various regions indicate that the GSD parameters are distinct in materials of flow, source, and deposition. The GSD parameters of source soil and deposition soil are random and discrete, while the GSD parameters of fluid samples show obvious negative power function form: Dc= aμb (Figure 1). This shows that the grain composition of debris flow contains some dynamic information. In this paper, we use natural soil materials in a typical debris flow valley to conduct a series dynamically mixing and rotating experiments to simulate the flow evolution, and explore the change of grains under the action of dynamics and the effect of grain adjustment on the mobility of debris flow. The results show that the GSD shows a significant regularity after dynamic rotation. The specific performance is that μ and Dc change from the initial random discrete state to negative power correlation (Figure 2), and the appearance of this correlation corresponds to the best mobility of debris flow. At the same time, the Malvern laser grain size analyzer was used to analyze the specific surface area of fine grains (<0.20 mm) in the dynamic rotation experiment. The results show that with the increase of dynamic time, the specific surface area increases according to power law, and when the time reaches about 100 minutes, the growth slows down, and the specific surface area changes little. The experimental results are helpful for a deep understanding of the dynamics of debris flow.
How to cite: Li, Y.: Dynamic evolution of debris flow grain composition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14075, https://doi.org/10.5194/egusphere-egu21-14075, 2021.
Debris flow is composed of solid grains of different sizes. the characteristics of grain size distribution reflect the movement mode and dynamic conditions of the fluid, and have different effects on the movement of debris flow. Due to the high variability of debris flow materials, the granular interaction is bound to affect the fluid properties. The grain size distribution (GSD) of debris flow satisfies the formula: P(D)=CD-μexp(-D/Dc), where, GSD parameters μ and Dc can comprehensively reflect the change of grain composition. with μ reflecting the structure and variation characteristics of fine grains, and Dc reflecting the range of grain size. Field surveys in various regions indicate that the GSD parameters are distinct in materials of flow, source, and deposition. The GSD parameters of source soil and deposition soil are random and discrete, while the GSD parameters of fluid samples show obvious negative power function form: Dc= aμb (Figure 1). This shows that the grain composition of debris flow contains some dynamic information. In this paper, we use natural soil materials in a typical debris flow valley to conduct a series dynamically mixing and rotating experiments to simulate the flow evolution, and explore the change of grains under the action of dynamics and the effect of grain adjustment on the mobility of debris flow. The results show that the GSD shows a significant regularity after dynamic rotation. The specific performance is that μ and Dc change from the initial random discrete state to negative power correlation (Figure 2), and the appearance of this correlation corresponds to the best mobility of debris flow. At the same time, the Malvern laser grain size analyzer was used to analyze the specific surface area of fine grains (<0.20 mm) in the dynamic rotation experiment. The results show that with the increase of dynamic time, the specific surface area increases according to power law, and when the time reaches about 100 minutes, the growth slows down, and the specific surface area changes little. The experimental results are helpful for a deep understanding of the dynamics of debris flow.
How to cite: Li, Y.: Dynamic evolution of debris flow grain composition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14075, https://doi.org/10.5194/egusphere-egu21-14075, 2021.
Debris flow is characterized by the multi-disperse grain composition and intergranular collision and friction, but the granular effects on rheology are often reduced to the volumetric concentration of solid (Cv), almost ignoring the specific grain size distribution (GSD). In this study, small debris flows occurring in a tributary of Jiangjia Gully were taken as the material sources for rheology experiments. From the real flows we selected slurries with different Cv and maximum grain sizes (Dm) for rheological tests under shearing rate up to 40 (s-1), which is usually the real rate for debris flows in natural conditions. The results indicate that the flows follow the Herschel-Bulkley (HB) rheology, with randomly changing consistency coefficient and relatively constant exponent of 0.45 on average. Only at high shear rate will the flow exhibit Bingham behavior. The HB rheology also reveals shear thinning behavior in surge phenomena observed in the field. Shear-thinning behavior is revealed by the viscosity-shear rate relationship: ηa=pγq, with the exponent (thinning index) dependent on shear rate. This greatly concerns the surge phenomena observed in field. Moreover, both the yield stress and the effective viscosity are found to be perfectly related to the scaling GSD parameters in power-law and exponential form, with nearly constant exponents independent of the shear rate(Figure 1). The rheology properties can be calculated from their relationships to GSD parameters (μ, Dc), which in turn can be used to infer the HB rheology for the concerned flows and then build the dynamical equations(Figure 2). This implies the presence of some interlock between the fine and coarse grains. Finally the rheology model (general in HB form) can be completely determined by the GSD parameters. This study has for the first time proposed quantitative formulas for rheology incorporating GSD parameters, which is helpful for more accurate dynamic analysis of debris flow.
How to cite: Yang, T.: Granular effect on debris flow rheology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14116, https://doi.org/10.5194/egusphere-egu21-14116, 2021.
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Debris flow is characterized by the multi-disperse grain composition and intergranular collision and friction, but the granular effects on rheology are often reduced to the volumetric concentration of solid (Cv), almost ignoring the specific grain size distribution (GSD). In this study, small debris flows occurring in a tributary of Jiangjia Gully were taken as the material sources for rheology experiments. From the real flows we selected slurries with different Cv and maximum grain sizes (Dm) for rheological tests under shearing rate up to 40 (s-1), which is usually the real rate for debris flows in natural conditions. The results indicate that the flows follow the Herschel-Bulkley (HB) rheology, with randomly changing consistency coefficient and relatively constant exponent of 0.45 on average. Only at high shear rate will the flow exhibit Bingham behavior. The HB rheology also reveals shear thinning behavior in surge phenomena observed in the field. Shear-thinning behavior is revealed by the viscosity-shear rate relationship: ηa=pγq, with the exponent (thinning index) dependent on shear rate. This greatly concerns the surge phenomena observed in field. Moreover, both the yield stress and the effective viscosity are found to be perfectly related to the scaling GSD parameters in power-law and exponential form, with nearly constant exponents independent of the shear rate(Figure 1). The rheology properties can be calculated from their relationships to GSD parameters (μ, Dc), which in turn can be used to infer the HB rheology for the concerned flows and then build the dynamical equations(Figure 2). This implies the presence of some interlock between the fine and coarse grains. Finally the rheology model (general in HB form) can be completely determined by the GSD parameters. This study has for the first time proposed quantitative formulas for rheology incorporating GSD parameters, which is helpful for more accurate dynamic analysis of debris flow.
How to cite: Yang, T.: Granular effect on debris flow rheology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14116, https://doi.org/10.5194/egusphere-egu21-14116, 2021.
EGU21-12139 | vPICO presentations | NH3.2
Effect of short-term thawing on the mechanical properties of frozen glacial tillsYanju Fu, Ziming Liu, and Yao Jiang
Glacial tills are ubiquitous in periglacial mountains and can be destabilized as the main source materials of glacial debris flows due to atmospheric warming. In general, these surface hillslope materials are internally mixed with debris, ice, fluids etc., where the constituent fluids may experience prolonged freeze-thaw cycles. Although many studies including laboratory tests, field investigations and numerical simulations have been conducted to examine the formation mechanism relating to glacial debris flows in a variety of circumstances, largely unknown mechanisms impel destabilization of loose, frozen, or non-frozen glacial tills on steep slopes. In the present study, a series of simple direct-shear tests were performed to further investigate the shear behavior and strength properties of glacial tills subjected to short-term thawing. The samples with differing water contents and dry densities were firstly frozen under the same period but sheared with varying thawing intervals. The results directly show that (1) the stress-strain curves of all tested samples depict strain-softening characteristic to some extents, but the difference between peak and critical resistance decreases with increase of thawing intervals; (2) the dry density can enhance the shear resistance but the initiation water content may result in the decrease of shear resistance for the relative denser samples; (3) the shear strength profiles manifest that the internal friction angle increases but the cohesion decreases with increase of thawing intervals. These laboratory results suggest that the frozen water content can have measurable effect on the strength properties of glacial tills in shear, and the phase transition process from ice to water may affect the water distribution as a consequence of thawing interval. It should be mentioned that the results preliminarily provide fundamental information regarding shear strength properties of glacial tills by considering short-term thawing effect, and further study will be needed to examine the shear behavior of glacial tills under other potential factors.
How to cite: Fu, Y., Liu, Z., and Jiang, Y.: Effect of short-term thawing on the mechanical properties of frozen glacial tills, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12139, https://doi.org/10.5194/egusphere-egu21-12139, 2021.
Glacial tills are ubiquitous in periglacial mountains and can be destabilized as the main source materials of glacial debris flows due to atmospheric warming. In general, these surface hillslope materials are internally mixed with debris, ice, fluids etc., where the constituent fluids may experience prolonged freeze-thaw cycles. Although many studies including laboratory tests, field investigations and numerical simulations have been conducted to examine the formation mechanism relating to glacial debris flows in a variety of circumstances, largely unknown mechanisms impel destabilization of loose, frozen, or non-frozen glacial tills on steep slopes. In the present study, a series of simple direct-shear tests were performed to further investigate the shear behavior and strength properties of glacial tills subjected to short-term thawing. The samples with differing water contents and dry densities were firstly frozen under the same period but sheared with varying thawing intervals. The results directly show that (1) the stress-strain curves of all tested samples depict strain-softening characteristic to some extents, but the difference between peak and critical resistance decreases with increase of thawing intervals; (2) the dry density can enhance the shear resistance but the initiation water content may result in the decrease of shear resistance for the relative denser samples; (3) the shear strength profiles manifest that the internal friction angle increases but the cohesion decreases with increase of thawing intervals. These laboratory results suggest that the frozen water content can have measurable effect on the strength properties of glacial tills in shear, and the phase transition process from ice to water may affect the water distribution as a consequence of thawing interval. It should be mentioned that the results preliminarily provide fundamental information regarding shear strength properties of glacial tills by considering short-term thawing effect, and further study will be needed to examine the shear behavior of glacial tills under other potential factors.
How to cite: Fu, Y., Liu, Z., and Jiang, Y.: Effect of short-term thawing on the mechanical properties of frozen glacial tills, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12139, https://doi.org/10.5194/egusphere-egu21-12139, 2021.
EGU21-13952 | vPICO presentations | NH3.2
Planning for floods after fires: Lessons from the 2018 Montecito Debris Flow (California)Anna Serra-Llobet, John Radke, Mathias Kondolf, and Sarah Lindbergh
On January 9, 2018 a series of debris flows killed 23 people and caused over a $1 billion in economic losses in Montecito, Santa Barbara County. The debris flows followed a classic pattern in mountainous areas of southern California: A large wildfire (the 2017 Thomas Fire) burned the headwaters of streams draining the Transverse Ranges southward to the Pacific, creating hydrophobic soil conditions that prevented infiltration of water, resulting in larger runoff during rains. A cell of intense precipitation over Montecito triggered debris flows, affecting areas along the stream channels.
The 2018 Montecito debris flows raise compelling questions about the role of scientific information in decision making generally, and specifically how hazardous areas along rivers and streams are mapped, how land use is regulated in these zones, and how best to respond in emergency situations.
This presentation analyzes the evacuation planning process during the emergency management (making emphasis on the maps used by public officials), the recovery planning strategies that the local government adopted after the event, and the evolution of houses in flood hazard areas since the beginning of the 20th century, to highlight the importance of exposure as a key element to reduce risk.
How to cite: Serra-Llobet, A., Radke, J., Kondolf, M., and Lindbergh, S.: Planning for floods after fires: Lessons from the 2018 Montecito Debris Flow (California), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13952, https://doi.org/10.5194/egusphere-egu21-13952, 2021.
On January 9, 2018 a series of debris flows killed 23 people and caused over a $1 billion in economic losses in Montecito, Santa Barbara County. The debris flows followed a classic pattern in mountainous areas of southern California: A large wildfire (the 2017 Thomas Fire) burned the headwaters of streams draining the Transverse Ranges southward to the Pacific, creating hydrophobic soil conditions that prevented infiltration of water, resulting in larger runoff during rains. A cell of intense precipitation over Montecito triggered debris flows, affecting areas along the stream channels.
The 2018 Montecito debris flows raise compelling questions about the role of scientific information in decision making generally, and specifically how hazardous areas along rivers and streams are mapped, how land use is regulated in these zones, and how best to respond in emergency situations.
This presentation analyzes the evacuation planning process during the emergency management (making emphasis on the maps used by public officials), the recovery planning strategies that the local government adopted after the event, and the evolution of houses in flood hazard areas since the beginning of the 20th century, to highlight the importance of exposure as a key element to reduce risk.
How to cite: Serra-Llobet, A., Radke, J., Kondolf, M., and Lindbergh, S.: Planning for floods after fires: Lessons from the 2018 Montecito Debris Flow (California), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13952, https://doi.org/10.5194/egusphere-egu21-13952, 2021.
EGU21-7007 | vPICO presentations | NH3.2
Quantitative analysis of the debris flow risk to concentrated rural settlement in southwest Sichuan, ChinaLi Wei and Kaiheng Hu
Sichuan Province in southwest China is highly susceptible to debris flow disasters and suffers much damage to buildings and loss of human lives in concentrated rural settlements each year. By combining geographic information system (GIS) and Deep Encoding Network (DE-Net) methods, we proposed an automatic identification method for buildings highly susceptible to debris flows with large-scale digital elevation data and high-resolution remote sensing imagery based on a vulnerability matrix containing different threshold values of the horizontal distance (HD) and vertical distance (VD) between buildings and channels. A case study in Puge County, Sichuan Province, demonstrated the high identification potential of the method for buildings susceptible to debris flows in large areas with only scarce information available. Meanwhile, We chose a high-risk village in Puge County to study debris flow risk to buildings and residents. Different types of days and diurnal periods were considered in the analysis of societal risk to residents. The results indicated that societal risk to residents on holidays is always higher than that on weekdays, and societal risk at night is also much higher than that in the daytime. The identification results of buildings vulnerability provide valuable information regarding high-risk residential areas to governments and facilitate targeted measure design at the initial planning stage, and the proposed method of societal risk provides a basis for decision-making in the planning of mitigation countermeasures in a specific settlement.
How to cite: Wei, L. and Hu, K.: Quantitative analysis of the debris flow risk to concentrated rural settlement in southwest Sichuan, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7007, https://doi.org/10.5194/egusphere-egu21-7007, 2021.
Sichuan Province in southwest China is highly susceptible to debris flow disasters and suffers much damage to buildings and loss of human lives in concentrated rural settlements each year. By combining geographic information system (GIS) and Deep Encoding Network (DE-Net) methods, we proposed an automatic identification method for buildings highly susceptible to debris flows with large-scale digital elevation data and high-resolution remote sensing imagery based on a vulnerability matrix containing different threshold values of the horizontal distance (HD) and vertical distance (VD) between buildings and channels. A case study in Puge County, Sichuan Province, demonstrated the high identification potential of the method for buildings susceptible to debris flows in large areas with only scarce information available. Meanwhile, We chose a high-risk village in Puge County to study debris flow risk to buildings and residents. Different types of days and diurnal periods were considered in the analysis of societal risk to residents. The results indicated that societal risk to residents on holidays is always higher than that on weekdays, and societal risk at night is also much higher than that in the daytime. The identification results of buildings vulnerability provide valuable information regarding high-risk residential areas to governments and facilitate targeted measure design at the initial planning stage, and the proposed method of societal risk provides a basis for decision-making in the planning of mitigation countermeasures in a specific settlement.
How to cite: Wei, L. and Hu, K.: Quantitative analysis of the debris flow risk to concentrated rural settlement in southwest Sichuan, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7007, https://doi.org/10.5194/egusphere-egu21-7007, 2021.
EGU21-373 | vPICO presentations | NH3.2 | Highlight
Reanalysis of Flash Floods and Debris Flows on two continents and their management strategiesJuan Daniel Rios-Arboleda
This research expands the original analysis of Baker and Costa (1987) including data from Europe and South America with the objective to understand if there are emerging latitudinal patterns. In addition, the threshold proposed by Zimmermann et al. (1997) it is evaluated with the data from tropical zones finding that this is a good predictor.
Mainly, recent Debris Flow occurred in South America are analyzed with the aim of identifying the best risk management strategies and their replicability for developing countries, particularly, the cases that have occurred in Colombia and Venezuela in the last 30 years are analyzed in order to compare management strategies and understand which are the most vulnerable areas to this phenomenon.
It is concluded that large-scale and multinational projects such as SED ALP are required in South America to better characterize events that have left multiple fatalities (sometimes hundreds of people) and better understand how to manage the risk on densely populated areas.
Finally, the use of amateur videos is proposed to characterize these events in nations with limited budgets for projects such as SED ALP, methodology that will be described extensively in later works.
How to cite: Rios-Arboleda, J. D.: Reanalysis of Flash Floods and Debris Flows on two continents and their management strategies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-373, https://doi.org/10.5194/egusphere-egu21-373, 2021.
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This research expands the original analysis of Baker and Costa (1987) including data from Europe and South America with the objective to understand if there are emerging latitudinal patterns. In addition, the threshold proposed by Zimmermann et al. (1997) it is evaluated with the data from tropical zones finding that this is a good predictor.
Mainly, recent Debris Flow occurred in South America are analyzed with the aim of identifying the best risk management strategies and their replicability for developing countries, particularly, the cases that have occurred in Colombia and Venezuela in the last 30 years are analyzed in order to compare management strategies and understand which are the most vulnerable areas to this phenomenon.
It is concluded that large-scale and multinational projects such as SED ALP are required in South America to better characterize events that have left multiple fatalities (sometimes hundreds of people) and better understand how to manage the risk on densely populated areas.
Finally, the use of amateur videos is proposed to characterize these events in nations with limited budgets for projects such as SED ALP, methodology that will be described extensively in later works.
How to cite: Rios-Arboleda, J. D.: Reanalysis of Flash Floods and Debris Flows on two continents and their management strategies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-373, https://doi.org/10.5194/egusphere-egu21-373, 2021.
EGU21-11841 | vPICO presentations | NH3.2
Risk Assessment and Disaster Prevention and Mitigation Strategies for Large-Scale Sediment DisastersShin-Ping Lee, Yuan-Jung Tsai, Yun-Chung Tsang, Ching-Ya Tsai, Shang-Ming Wang, Kui-Lin Fu, Zheng-Xiu Tsai, and Wei-Di Chen
Under climate change impact, the frequency of extreme hydrological events increases. The occurrence of extreme rainfall events may lead to large-scale flooding or sediment disasters resulting in serious property damage and casualties. Large-scale sediment disasters include large-scale landslides and debris flows which are the main types of disasters causing casualties. In Taiwan, during Typhoon Morakot in 2009, the long duration and high-intensity rainfall led to a large-scale sediment disaster resulting in heavy casualties. A disaster with certain magnitude and complexity cannot be coped with a single disaster management approach. In this study, a risk assessment method considering climate change impacts proposed by the Intergovernmental Panel on Climate Change (IPCC) was adopted. By analyzing hazard, exposure, and vulnerability indicators of large-scale sediment disasters in Xinfa catchment of Kaohsiung City, Taiwan, a disaster risk adaptation strategy was proposed based on the impact of disaster factors.
Two scenarios were applied for the catchment sediment hazards risk assessments including 50-year recurrence period (high frequency and low impact) and extreme scenario (low frequency and high impact). Multiple factors for hazard (impact area of landslides and debris flows), exposure (lifeline roads and land use intensity), and vulnerability (disaster prevention and relief resources and settlement population characteristics) assessments were considered. The correlation factor selection and weighting analysis was calibrated by the 2009 Typhoon Morakot event. All disaster-recorded locations were above moderate risk indicating that the risk assessment method was reasonable. A risk map for Xinfa catchment was completed based on the validated risk assessment model to identify the high-risk settlements. After analyzing the spatial characteristics and disaster risk impact factors of high-risk settlements, both software and hardware disaster prevention measures and adaptation strategies were suggested. According to the analyzed results, although the hardware measures were effective in reducing sediment hazards generally, under extreme hydrologic events, those measures could be ineffective due to limited protection capacity of the engineering facilities. Hence, reducing exposure and vulnerability is essential to deal with the impact of extreme events.
Keywords: Large-scale sediment disasters, Risk assessment, Adaptation strategies
How to cite: Lee, S.-P., Tsai, Y.-J., Tsang, Y.-C., Tsai, C.-Y., Wang, S.-M., Fu, K.-L., Tsai, Z.-X., and Chen, W.-D.: Risk Assessment and Disaster Prevention and Mitigation Strategies for Large-Scale Sediment Disasters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11841, https://doi.org/10.5194/egusphere-egu21-11841, 2021.
Under climate change impact, the frequency of extreme hydrological events increases. The occurrence of extreme rainfall events may lead to large-scale flooding or sediment disasters resulting in serious property damage and casualties. Large-scale sediment disasters include large-scale landslides and debris flows which are the main types of disasters causing casualties. In Taiwan, during Typhoon Morakot in 2009, the long duration and high-intensity rainfall led to a large-scale sediment disaster resulting in heavy casualties. A disaster with certain magnitude and complexity cannot be coped with a single disaster management approach. In this study, a risk assessment method considering climate change impacts proposed by the Intergovernmental Panel on Climate Change (IPCC) was adopted. By analyzing hazard, exposure, and vulnerability indicators of large-scale sediment disasters in Xinfa catchment of Kaohsiung City, Taiwan, a disaster risk adaptation strategy was proposed based on the impact of disaster factors.
Two scenarios were applied for the catchment sediment hazards risk assessments including 50-year recurrence period (high frequency and low impact) and extreme scenario (low frequency and high impact). Multiple factors for hazard (impact area of landslides and debris flows), exposure (lifeline roads and land use intensity), and vulnerability (disaster prevention and relief resources and settlement population characteristics) assessments were considered. The correlation factor selection and weighting analysis was calibrated by the 2009 Typhoon Morakot event. All disaster-recorded locations were above moderate risk indicating that the risk assessment method was reasonable. A risk map for Xinfa catchment was completed based on the validated risk assessment model to identify the high-risk settlements. After analyzing the spatial characteristics and disaster risk impact factors of high-risk settlements, both software and hardware disaster prevention measures and adaptation strategies were suggested. According to the analyzed results, although the hardware measures were effective in reducing sediment hazards generally, under extreme hydrologic events, those measures could be ineffective due to limited protection capacity of the engineering facilities. Hence, reducing exposure and vulnerability is essential to deal with the impact of extreme events.
Keywords: Large-scale sediment disasters, Risk assessment, Adaptation strategies
How to cite: Lee, S.-P., Tsai, Y.-J., Tsang, Y.-C., Tsai, C.-Y., Wang, S.-M., Fu, K.-L., Tsai, Z.-X., and Chen, W.-D.: Risk Assessment and Disaster Prevention and Mitigation Strategies for Large-Scale Sediment Disasters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11841, https://doi.org/10.5194/egusphere-egu21-11841, 2021.
EGU21-14201 | vPICO presentations | NH3.2
Spatial heterogeneity of debris-flow watershedYingjie Yao
The intermittent surge is the basic manifestation of viscous debris flow, which emerges universally over the world, especially exemplified by those in Jiangjia Gully (JJG), a valley famous for its high frequency and variety of debris flow surges. It has been found that the surges originate from various sources in the watershed, thus identifying the source areas plays a fundamental role in studying the mechanism and process of surge developing. Advancement of GIS provides an apparent convenience in geospatial analysis of the watershed, which is used as a dominate tool in this paper.
In this study the JJG is divided into 97 tributaries (sub-watershed) and the hypsometric analysis is performed for each, from which derive the height of inflection points and the gravitational potential energy, coupled with the fitted parameters of specific power function. Then the morphology parameters, including slope, roundness, vegetation and soil, are revealed in tributaries. Besides, spatial autocorrelation among tributaries is quantified both globally and locally through Moran’s I and Getis-Ord Gi*, so that the HI spatial distributions are quantified and visualized. In particular, hot spots are conspicuously visible and highlight the geologic meaning of the HI when exploratory spatial data analysis is applied to the data distributions through local indices of spatial autocorrelation.
The results show that H-curves approximately present as S-shaped, and the integral values (HI) range from 0.18 to 0.69 and show positive relationship with both gravitational potential energy and the height of the inflection points. By the HI value, the tributaries are identified as in 5 phases of evolution. The younger tributaries (HI>0.49) make up the majority, which are expected to be the main possible sources for debris flows. Additionally, the slope distribution of tributaries all conform to the extreme distribution while the curves for the upstream, where the HI of tributaries generally manifest higher coupled with larger roundness, tends to skew to the right.
Finally the correlation between possible sources are explored through geospatial analysis. The spatial association in JJG provides an explanation of the debris flow source areas. Global spatial autocorrelation manifests significantly clustered (Moran’s I shows 0.449, passing the significance test) while tributaries with high HI value concentrate mainly in the Menqian Valley. Moreover, the drainage form of Menqian Valley represents a large possibility of debris flow source area with the respect of that being in Duozhao Valley.
Keywords: debris flow source area; hypsometric analysis; topographical characteristics; spatial autocorrelation; evolutionary phases
How to cite: Yao, Y.: Spatial heterogeneity of debris-flow watershed, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14201, https://doi.org/10.5194/egusphere-egu21-14201, 2021.
The intermittent surge is the basic manifestation of viscous debris flow, which emerges universally over the world, especially exemplified by those in Jiangjia Gully (JJG), a valley famous for its high frequency and variety of debris flow surges. It has been found that the surges originate from various sources in the watershed, thus identifying the source areas plays a fundamental role in studying the mechanism and process of surge developing. Advancement of GIS provides an apparent convenience in geospatial analysis of the watershed, which is used as a dominate tool in this paper.
In this study the JJG is divided into 97 tributaries (sub-watershed) and the hypsometric analysis is performed for each, from which derive the height of inflection points and the gravitational potential energy, coupled with the fitted parameters of specific power function. Then the morphology parameters, including slope, roundness, vegetation and soil, are revealed in tributaries. Besides, spatial autocorrelation among tributaries is quantified both globally and locally through Moran’s I and Getis-Ord Gi*, so that the HI spatial distributions are quantified and visualized. In particular, hot spots are conspicuously visible and highlight the geologic meaning of the HI when exploratory spatial data analysis is applied to the data distributions through local indices of spatial autocorrelation.
The results show that H-curves approximately present as S-shaped, and the integral values (HI) range from 0.18 to 0.69 and show positive relationship with both gravitational potential energy and the height of the inflection points. By the HI value, the tributaries are identified as in 5 phases of evolution. The younger tributaries (HI>0.49) make up the majority, which are expected to be the main possible sources for debris flows. Additionally, the slope distribution of tributaries all conform to the extreme distribution while the curves for the upstream, where the HI of tributaries generally manifest higher coupled with larger roundness, tends to skew to the right.
Finally the correlation between possible sources are explored through geospatial analysis. The spatial association in JJG provides an explanation of the debris flow source areas. Global spatial autocorrelation manifests significantly clustered (Moran’s I shows 0.449, passing the significance test) while tributaries with high HI value concentrate mainly in the Menqian Valley. Moreover, the drainage form of Menqian Valley represents a large possibility of debris flow source area with the respect of that being in Duozhao Valley.
Keywords: debris flow source area; hypsometric analysis; topographical characteristics; spatial autocorrelation; evolutionary phases
How to cite: Yao, Y.: Spatial heterogeneity of debris-flow watershed, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14201, https://doi.org/10.5194/egusphere-egu21-14201, 2021.
EGU21-14564 | vPICO presentations | NH3.2
Calibrating a semi-distributed hydrological model on Fella river basin (Italian Alps)Veronica Zoratti, Elisa Arnone, Giuseppe Formetta, Silvia Bosa, and Marco Petti
The Northeastern Italy and the therein Friuli Venezia Giulia (FVG) region are frequently hit by heavy and prolonged precipitations, which cause frequent debris flow and diffused shallow landslides. In this study we focus on a mountain sub-basin of the Fella river watershed, the Uque at Ugovizza, located in the northeastern Julian Alps of the FVG, where a disruptive rainfall-triggered debris flow occurred in 2003.
The work aims at pursuing two main targets: (i) implementing a rainfall-runoff and hydro-morphodynamical framework for the analysis of debris flow initiated by intense heavy precipitation; ii) exploiting, for the first time, the flexibility of the GEOframe-NewAge semi-distributed hydrological model simulating high temporal resolution simulations (5-minutes) rainfall-runoff events.
The GEOframe-NewAge is an open-source component-based modeling framework, which simulates the entire hydrological cycle of the study area, including the snow melting, the soil water storage and the runoff production and routing in the river network; the model is suitable for the rainfall-runoff event scale simulations in Alpine environment with scarce measurements.
Specifically, we describe the results of the calibration and validation procedures applied to four selected intense events occurred in the period 2009-2019. Meteorological data at 5 minutes-step are used to rainfall-runoff modeling, whereas streamflow at 30 minutes is used for the model calibration and validation. Preliminary results show that the models is able to capture the temporal and spatial dynamic of extremes short events, providing satisfying Nash and Sutcliffe coefficient values.
How to cite: Zoratti, V., Arnone, E., Formetta, G., Bosa, S., and Petti, M.: Calibrating a semi-distributed hydrological model on Fella river basin (Italian Alps), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14564, https://doi.org/10.5194/egusphere-egu21-14564, 2021.
The Northeastern Italy and the therein Friuli Venezia Giulia (FVG) region are frequently hit by heavy and prolonged precipitations, which cause frequent debris flow and diffused shallow landslides. In this study we focus on a mountain sub-basin of the Fella river watershed, the Uque at Ugovizza, located in the northeastern Julian Alps of the FVG, where a disruptive rainfall-triggered debris flow occurred in 2003.
The work aims at pursuing two main targets: (i) implementing a rainfall-runoff and hydro-morphodynamical framework for the analysis of debris flow initiated by intense heavy precipitation; ii) exploiting, for the first time, the flexibility of the GEOframe-NewAge semi-distributed hydrological model simulating high temporal resolution simulations (5-minutes) rainfall-runoff events.
The GEOframe-NewAge is an open-source component-based modeling framework, which simulates the entire hydrological cycle of the study area, including the snow melting, the soil water storage and the runoff production and routing in the river network; the model is suitable for the rainfall-runoff event scale simulations in Alpine environment with scarce measurements.
Specifically, we describe the results of the calibration and validation procedures applied to four selected intense events occurred in the period 2009-2019. Meteorological data at 5 minutes-step are used to rainfall-runoff modeling, whereas streamflow at 30 minutes is used for the model calibration and validation. Preliminary results show that the models is able to capture the temporal and spatial dynamic of extremes short events, providing satisfying Nash and Sutcliffe coefficient values.
How to cite: Zoratti, V., Arnone, E., Formetta, G., Bosa, S., and Petti, M.: Calibrating a semi-distributed hydrological model on Fella river basin (Italian Alps), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14564, https://doi.org/10.5194/egusphere-egu21-14564, 2021.
EGU21-13750 | vPICO presentations | NH3.2
Catastrophic landslide affected by topography: a case study in Guizhou, ChinaJian Guo
In mountainous areas, large-scale landslides usually cause serious disasters. A large number of studies have found that complex terrain may affect the landslides dynamic, which may be one of the significant factors in catastrophic events. However, the mechanism is rarely explored. On July 23, 2019, a large-scale landslide occurred in Jichang town, Shuicheng County, Liupanshui City, Guizhou Province in China. The landslide, which moved along two gullies, resulted in strong punching-shear, induced scarping on vegetation and large destruction of houses and finally formed a deposit with a volume of 2×106 m3. This research aims to understand the effect of topography on landslide kinematics. To achieve this aim, a detailed field investigation was first carried out with an unmanned aerial vehicle (UAV) aerial photography survey, resident interviews, and field sampling. The rainfall analysis indicate the effective rainfall within seven days before landslides was 70.14 mm which exceeded the rainfall threshold of 54.3 mm in this region, which finally triggered the landslide. Traditional soil mechanics tests were then performed to identify the soil properties of the source material. Combined with numerical simulation using the nonlinear shallow water equation, the whole process of landslides was divided into four stages: instability stage, acceleration stage, transformation stage and impact and accumulation stage. The simulations results show the landslide block slid with a low velocity of 8 m/s for about 100 m. Then, Froude number of landslide increase from 2 to 3 when passing the high and steep terrain, indicating that landslide change to inertial dominated with potential same Froude behavior of classic debris flow. The rupture mass slid with the peak velocity of 23 m/s and diverged in two gullies and ran out for about 600 m. The maximum velocity is 23 m/s in east gully while only 15 m/s in west gully. Compared with deep and incised valleys in west, shallow and straight valley in east decrease the deposit depth, further increase the velocity of landslide material with increased runout distance. This research may provide a fast flow path of back analyzing geo-hazards on complex terrain and serve as a basis for future research on long runout landslides.
How to cite: Guo, J.: Catastrophic landslide affected by topography: a case study in Guizhou, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13750, https://doi.org/10.5194/egusphere-egu21-13750, 2021.
In mountainous areas, large-scale landslides usually cause serious disasters. A large number of studies have found that complex terrain may affect the landslides dynamic, which may be one of the significant factors in catastrophic events. However, the mechanism is rarely explored. On July 23, 2019, a large-scale landslide occurred in Jichang town, Shuicheng County, Liupanshui City, Guizhou Province in China. The landslide, which moved along two gullies, resulted in strong punching-shear, induced scarping on vegetation and large destruction of houses and finally formed a deposit with a volume of 2×106 m3. This research aims to understand the effect of topography on landslide kinematics. To achieve this aim, a detailed field investigation was first carried out with an unmanned aerial vehicle (UAV) aerial photography survey, resident interviews, and field sampling. The rainfall analysis indicate the effective rainfall within seven days before landslides was 70.14 mm which exceeded the rainfall threshold of 54.3 mm in this region, which finally triggered the landslide. Traditional soil mechanics tests were then performed to identify the soil properties of the source material. Combined with numerical simulation using the nonlinear shallow water equation, the whole process of landslides was divided into four stages: instability stage, acceleration stage, transformation stage and impact and accumulation stage. The simulations results show the landslide block slid with a low velocity of 8 m/s for about 100 m. Then, Froude number of landslide increase from 2 to 3 when passing the high and steep terrain, indicating that landslide change to inertial dominated with potential same Froude behavior of classic debris flow. The rupture mass slid with the peak velocity of 23 m/s and diverged in two gullies and ran out for about 600 m. The maximum velocity is 23 m/s in east gully while only 15 m/s in west gully. Compared with deep and incised valleys in west, shallow and straight valley in east decrease the deposit depth, further increase the velocity of landslide material with increased runout distance. This research may provide a fast flow path of back analyzing geo-hazards on complex terrain and serve as a basis for future research on long runout landslides.
How to cite: Guo, J.: Catastrophic landslide affected by topography: a case study in Guizhou, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13750, https://doi.org/10.5194/egusphere-egu21-13750, 2021.
EGU21-9557 | vPICO presentations | NH3.2
Susceptibility Assessment of Small, Shallow and Clustered Landslide in Malipo, southwest ChinaXuemei Liu, Yong Li, Pengcheng Su, Taiqiang Yang, and Jun Zhang
Abstract: Susceptibility assessment of landslides over a large area depends on the basic spatial unit of mapping, each unit is assumed to have unique assessment value, so the division of mapping unit is directly related to the evaluation rate, grid cell or slope unit are usually be used in many researches. Grid cell divide the study region into regular squares of predefined size, each cell is assigned a value of influence factor. Slope unit based on hydrology divides the region by ridge and valley lines, which is more related to geological environment and it is hard to identify the subbasin boundary. Both units are used in this study for the assessment of small shallow and clustered landslides in vegetated slopes in Malipo, southwest China. Google earth map on February 7, 2019 was used to interpret the landslides. ArcGIS 10.2 software was used to produce landslide inventory map and obtained 1435 landslides in the study area; most frequent landslide areas are in the range of 62m2 to 900m2. Field survey was carried out to verify uncertain factors and measure moisture soil content. Soil moisture content (SMC) map was obtained by Kriging Interpolation methods based on the field measured soil moisture content of 48 sample points. Information value (IV) model was used to generate landslide susceptibility assessment map and improved information value (IIV) model was used to determine whether the mapping unit with or without landslide. Seven factors, including slope angle, slope aspect, elevation, normalized difference vegetation Index (NDVI), Soil Moisture Content (SMC), distance to river and road were used as landslide influence factors. The Area under curve (AUC) values of the slope unit IIV, IV and grid cell were 0.814, 0.802 and 0.702 respectively for success rate. For prediction rate, the AUC values of the slope unit and grid cell were 0.803(IIV), 0.790(IV) and 0.699 respectively. Slope unit is more suitable than grid cell for assessing susceptibility of Small, Shallow and Cluster Landslide (Fig.1). Improved information value model can increase the accuracy of susceptibility assessment model for this characteristic landslide.
Keywords: Landslide susceptibility assessment; Slope unit; Grid cell; Information value
(a) (b)
Figure 1 Landslide susceptibility maps (a)Slope unit-based and (b)Grid cell-based
How to cite: Liu, X., Li, Y., Su, P., Yang, T., and Zhang, J.: Susceptibility Assessment of Small, Shallow and Clustered Landslide in Malipo, southwest China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9557, https://doi.org/10.5194/egusphere-egu21-9557, 2021.
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Abstract: Susceptibility assessment of landslides over a large area depends on the basic spatial unit of mapping, each unit is assumed to have unique assessment value, so the division of mapping unit is directly related to the evaluation rate, grid cell or slope unit are usually be used in many researches. Grid cell divide the study region into regular squares of predefined size, each cell is assigned a value of influence factor. Slope unit based on hydrology divides the region by ridge and valley lines, which is more related to geological environment and it is hard to identify the subbasin boundary. Both units are used in this study for the assessment of small shallow and clustered landslides in vegetated slopes in Malipo, southwest China. Google earth map on February 7, 2019 was used to interpret the landslides. ArcGIS 10.2 software was used to produce landslide inventory map and obtained 1435 landslides in the study area; most frequent landslide areas are in the range of 62m2 to 900m2. Field survey was carried out to verify uncertain factors and measure moisture soil content. Soil moisture content (SMC) map was obtained by Kriging Interpolation methods based on the field measured soil moisture content of 48 sample points. Information value (IV) model was used to generate landslide susceptibility assessment map and improved information value (IIV) model was used to determine whether the mapping unit with or without landslide. Seven factors, including slope angle, slope aspect, elevation, normalized difference vegetation Index (NDVI), Soil Moisture Content (SMC), distance to river and road were used as landslide influence factors. The Area under curve (AUC) values of the slope unit IIV, IV and grid cell were 0.814, 0.802 and 0.702 respectively for success rate. For prediction rate, the AUC values of the slope unit and grid cell were 0.803(IIV), 0.790(IV) and 0.699 respectively. Slope unit is more suitable than grid cell for assessing susceptibility of Small, Shallow and Cluster Landslide (Fig.1). Improved information value model can increase the accuracy of susceptibility assessment model for this characteristic landslide.
Keywords: Landslide susceptibility assessment; Slope unit; Grid cell; Information value
(a) (b)
Figure 1 Landslide susceptibility maps (a)Slope unit-based and (b)Grid cell-based
How to cite: Liu, X., Li, Y., Su, P., Yang, T., and Zhang, J.: Susceptibility Assessment of Small, Shallow and Clustered Landslide in Malipo, southwest China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9557, https://doi.org/10.5194/egusphere-egu21-9557, 2021.
EGU21-3229 | vPICO presentations | NH3.2
Modeling debris flow triggered by snow melting in the Barsemdara river valley, TajikistanViktoriia Kurovskaia, Sergey Chernomorets, Tatyana Vinogradova, and Inna Krylenko
Debris flow is one of the most hazardous events that occur in all mountain regions. Direct debris flow damage includes loss of human life, destruction of houses and facilities, damage to roads, rail lines and pipelines, vehicle accidents, and many other losses that are difficult to quantify. In July 2015, in the valley of the Barsemdara River (Gorno-Badakhshan Autonomous Region, Tajikistan), plenty of debris flows were observed. As a result, residential areas, social facilities, and infrastructure in Barsem village and neighboring settlements were destroyed and flooded. Besides, debris flow deposits blocked the Gunt River with the subsequent formation of a dammed lake with a maximum volume of 4.0 million m3.
The aim of this study was to obtain hydrographs of debris flow waves in the source and detailed zoning of the Barsemdara river valley. For the debris flow source, we applied transport-shift model. Equations of this model were developed by Yu.B. Vinogradov basing on Chemolgan experiments of artificial debris flows descending. Previously, the model characteristics were compared with the observational data of the Chemolgan experiments, and the results were found to be satisfactory [Vinogradova, Vinogradov, 2017]. Based on the equations, a computer program was created in the programming language Python. Besides, we improved the model by adding flow velocity calculations, and eventually it became possible to obtain hydrographs. To investigate quantitative characteristics of the debris flow in the river valley we implied a two-dimensional (2D) model called FLO-2D PRO. It is based on the numerical methods for solving the system of Saint-Venant equations. Besides, in this model, it is assumed that debris flows move like a Bingham fluid (viscoplastic fluid) [O'Brien et al., 1993]. The input information for modeling was digital elevation model (DEM) and previously obtained hydrographs. The output information included flow depth, velocity distribution and hazard level of the territory. The results of the study will be reported.
1. Vinogradova T.A., Vinogradov A.Y. The Experimental Debris Flows in the Chemolgan River Basin // Natural Hazards. – 2017. – V. 88. – P. 189-198.
2. O'Brien J. S., Julien P.Y., Fullerton W.T. Two-dimensional water flood and mudflow simulation //Journal of hydraulic engineering. – 1993. – V. 119, No 2. – P. 244-261.
How to cite: Kurovskaia, V., Chernomorets, S., Vinogradova, T., and Krylenko, I.: Modeling debris flow triggered by snow melting in the Barsemdara river valley, Tajikistan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3229, https://doi.org/10.5194/egusphere-egu21-3229, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Debris flow is one of the most hazardous events that occur in all mountain regions. Direct debris flow damage includes loss of human life, destruction of houses and facilities, damage to roads, rail lines and pipelines, vehicle accidents, and many other losses that are difficult to quantify. In July 2015, in the valley of the Barsemdara River (Gorno-Badakhshan Autonomous Region, Tajikistan), plenty of debris flows were observed. As a result, residential areas, social facilities, and infrastructure in Barsem village and neighboring settlements were destroyed and flooded. Besides, debris flow deposits blocked the Gunt River with the subsequent formation of a dammed lake with a maximum volume of 4.0 million m3.
The aim of this study was to obtain hydrographs of debris flow waves in the source and detailed zoning of the Barsemdara river valley. For the debris flow source, we applied transport-shift model. Equations of this model were developed by Yu.B. Vinogradov basing on Chemolgan experiments of artificial debris flows descending. Previously, the model characteristics were compared with the observational data of the Chemolgan experiments, and the results were found to be satisfactory [Vinogradova, Vinogradov, 2017]. Based on the equations, a computer program was created in the programming language Python. Besides, we improved the model by adding flow velocity calculations, and eventually it became possible to obtain hydrographs. To investigate quantitative characteristics of the debris flow in the river valley we implied a two-dimensional (2D) model called FLO-2D PRO. It is based on the numerical methods for solving the system of Saint-Venant equations. Besides, in this model, it is assumed that debris flows move like a Bingham fluid (viscoplastic fluid) [O'Brien et al., 1993]. The input information for modeling was digital elevation model (DEM) and previously obtained hydrographs. The output information included flow depth, velocity distribution and hazard level of the territory. The results of the study will be reported.
1. Vinogradova T.A., Vinogradov A.Y. The Experimental Debris Flows in the Chemolgan River Basin // Natural Hazards. – 2017. – V. 88. – P. 189-198.
2. O'Brien J. S., Julien P.Y., Fullerton W.T. Two-dimensional water flood and mudflow simulation //Journal of hydraulic engineering. – 1993. – V. 119, No 2. – P. 244-261.
How to cite: Kurovskaia, V., Chernomorets, S., Vinogradova, T., and Krylenko, I.: Modeling debris flow triggered by snow melting in the Barsemdara river valley, Tajikistan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3229, https://doi.org/10.5194/egusphere-egu21-3229, 2021.
EGU21-10280 | vPICO presentations | NH3.2 | Highlight
Application of a combined and automated monitoring and early warning system for debris flows at the DawinbachTobias Schöffl, Richard Koschuch, Philipp Jocham, and Johannes Hübl
After a heavy rainfall event on August 31st, 2019, a debris flow at the Dawinbach in the municipality of Strengen (Tyrol, Austria) caused a blockage of the culvert below the provincial road B-316 and deposition in the residential area. The debris deposition raised up to 2 to 3 meters on the road and led to property damage to real estate. The total volume of the debris flow was approximately 15 000 cubic meters.
In order to control a further debris flow of this magnitude, the Austrian Service of Torrent and Avalanche Control started to construct mitigation measures. They include a channel relocation in order to significantly increase the channel crosssection. Hence the construction company STRABAG is also relocating the provincial road bridge.
Since the risk for this road section and for the workers on site is particularly high during the construction period, a combined monitoring and early warning concept was developed and implemented by the BOKU, Vienna and the company IBTP Koschuch.
The monitoring site consisting of a pulse compression radar and a pull rope system was installed 800m upstream from the fan. The combination of the two sensors now results in three major advantages.
- At sensor level, the system operates redundantly.
- A more reliable differentiation between increased discharge or debris flow is given.
- In the event of a false alarm, the system provides easier diagnosis and assignment of the fault.
Two events of increased runoff occurred during the deployment period. Both were successfully detected by the pulse compression radar. Here, the first event was used for threshold validation of the radar unit. Thus, an alarm could already be sent out automatically for the second one. The road is controlled by an integrated light signal system consisting of three traffic lights. A siren near the construction site can warn workers of an impending event by means of an acoustic signal. The reaction time after the alarm has been triggered is between 75 and 150 seconds, depending on the speed of the debris flow. The responsible authorities are informed by sending an SMS chain, which includes details about the type of process and the type of the activated triggering system.
How to cite: Schöffl, T., Koschuch, R., Jocham, P., and Hübl, J.: Application of a combined and automated monitoring and early warning system for debris flows at the Dawinbach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10280, https://doi.org/10.5194/egusphere-egu21-10280, 2021.
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After a heavy rainfall event on August 31st, 2019, a debris flow at the Dawinbach in the municipality of Strengen (Tyrol, Austria) caused a blockage of the culvert below the provincial road B-316 and deposition in the residential area. The debris deposition raised up to 2 to 3 meters on the road and led to property damage to real estate. The total volume of the debris flow was approximately 15 000 cubic meters.
In order to control a further debris flow of this magnitude, the Austrian Service of Torrent and Avalanche Control started to construct mitigation measures. They include a channel relocation in order to significantly increase the channel crosssection. Hence the construction company STRABAG is also relocating the provincial road bridge.
Since the risk for this road section and for the workers on site is particularly high during the construction period, a combined monitoring and early warning concept was developed and implemented by the BOKU, Vienna and the company IBTP Koschuch.
The monitoring site consisting of a pulse compression radar and a pull rope system was installed 800m upstream from the fan. The combination of the two sensors now results in three major advantages.
- At sensor level, the system operates redundantly.
- A more reliable differentiation between increased discharge or debris flow is given.
- In the event of a false alarm, the system provides easier diagnosis and assignment of the fault.
Two events of increased runoff occurred during the deployment period. Both were successfully detected by the pulse compression radar. Here, the first event was used for threshold validation of the radar unit. Thus, an alarm could already be sent out automatically for the second one. The road is controlled by an integrated light signal system consisting of three traffic lights. A siren near the construction site can warn workers of an impending event by means of an acoustic signal. The reaction time after the alarm has been triggered is between 75 and 150 seconds, depending on the speed of the debris flow. The responsible authorities are informed by sending an SMS chain, which includes details about the type of process and the type of the activated triggering system.
How to cite: Schöffl, T., Koschuch, R., Jocham, P., and Hübl, J.: Application of a combined and automated monitoring and early warning system for debris flows at the Dawinbach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10280, https://doi.org/10.5194/egusphere-egu21-10280, 2021.
EGU21-3680 | vPICO presentations | NH3.2
Morphometrical analysis of Debris flow fans and torrential catchments in mountainous terrain in the northern Colombian Andes by machine learning techniques.Emanuel Castillo Cardona and Edier Aristizábal
Debris flow fans are commonly occupied by urban and rural settlements in mountainous regions such as in the northern Colombian Andes. Those fans are originated by violent surges of high sediment concentration that are then mobilized downstream by strong currents during torrential events highly destructive. Then, characterization and understanding of the dynamics that give rise to fans in tropical and mountainous regions such as Andean zone is a fundamental tool for land use planning. This research focuses on cartography of fans and catchments using digital elevation models in the central and western mountain range of the northern part of the Andean mountain belt. The methodology considered: morphometric measurements of the catchments and fans, lithological aspects of the catchments, type of catchments (torrential or no torrential). Then the correlation between morphometric parameters of fans and catchments is carried out, including relationships with qualitative variables by multivariate statistical analysis and machine learning techniques to find patterns between quantitative and qualitative variables. The results indicate that slope of the fans has a high correlation with Melton index of the catchments and with the slope of the main stream of the catchments. About the qualitative classification of the catchments in torrential and no torrential, it is observed that there are good discriminations for slope of the fan, volume of the deposits(fans), the relationship between the relief of the catchments and other variables. On the other hand, the lithology of the catchments does not have strong influences on the morphometry of the fans.
How to cite: Castillo Cardona, E. and Aristizábal, E.: Morphometrical analysis of Debris flow fans and torrential catchments in mountainous terrain in the northern Colombian Andes by machine learning techniques., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3680, https://doi.org/10.5194/egusphere-egu21-3680, 2021.
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Debris flow fans are commonly occupied by urban and rural settlements in mountainous regions such as in the northern Colombian Andes. Those fans are originated by violent surges of high sediment concentration that are then mobilized downstream by strong currents during torrential events highly destructive. Then, characterization and understanding of the dynamics that give rise to fans in tropical and mountainous regions such as Andean zone is a fundamental tool for land use planning. This research focuses on cartography of fans and catchments using digital elevation models in the central and western mountain range of the northern part of the Andean mountain belt. The methodology considered: morphometric measurements of the catchments and fans, lithological aspects of the catchments, type of catchments (torrential or no torrential). Then the correlation between morphometric parameters of fans and catchments is carried out, including relationships with qualitative variables by multivariate statistical analysis and machine learning techniques to find patterns between quantitative and qualitative variables. The results indicate that slope of the fans has a high correlation with Melton index of the catchments and with the slope of the main stream of the catchments. About the qualitative classification of the catchments in torrential and no torrential, it is observed that there are good discriminations for slope of the fan, volume of the deposits(fans), the relationship between the relief of the catchments and other variables. On the other hand, the lithology of the catchments does not have strong influences on the morphometry of the fans.
How to cite: Castillo Cardona, E. and Aristizábal, E.: Morphometrical analysis of Debris flow fans and torrential catchments in mountainous terrain in the northern Colombian Andes by machine learning techniques., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3680, https://doi.org/10.5194/egusphere-egu21-3680, 2021.
EGU21-14988 | vPICO presentations | NH3.2
Prevention of Debris Flow from Inactive, Usually Dry Catchment in zero-order basinToshiyuki Horiguchi, Hiroshi Kokuryo, and Nobutaka Ishikawa
The human settlement tend to be close to a mountainous area all over the world. The prevention concept is necessary to mitigate or prevent the origin occurrence of debris flow in zero-order basin. The zero-order basin is a mountain stream that is unclear valley topography, and don’t flow always running water. Although it is designated as a debris flow prone zone, the area of the basin is small, and the arrangement of sabo dam is difficult, and there are a lot of mountain streams which are judged that the facility function is hard to be fully demonstrated for the actual phenomenon of the sediment. The prevention and/or mitigation of measurement facilities is required. This study presents a full design of a protection barrier against debris flow, including woody debris in small, inactive, and usually dry catchments in small-scale torrents or zero order basin. The concept of performance-based design is proposed for a protection barrier as exemplifying slit barrier in small torrent. In addition, the safety performance for two types of a slit barrier is verified to protect debris flow under the situation of three difference small torrents.
How to cite: Horiguchi, T., Kokuryo, H., and Ishikawa, N.: Prevention of Debris Flow from Inactive, Usually Dry Catchment in zero-order basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14988, https://doi.org/10.5194/egusphere-egu21-14988, 2021.
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The human settlement tend to be close to a mountainous area all over the world. The prevention concept is necessary to mitigate or prevent the origin occurrence of debris flow in zero-order basin. The zero-order basin is a mountain stream that is unclear valley topography, and don’t flow always running water. Although it is designated as a debris flow prone zone, the area of the basin is small, and the arrangement of sabo dam is difficult, and there are a lot of mountain streams which are judged that the facility function is hard to be fully demonstrated for the actual phenomenon of the sediment. The prevention and/or mitigation of measurement facilities is required. This study presents a full design of a protection barrier against debris flow, including woody debris in small, inactive, and usually dry catchments in small-scale torrents or zero order basin. The concept of performance-based design is proposed for a protection barrier as exemplifying slit barrier in small torrent. In addition, the safety performance for two types of a slit barrier is verified to protect debris flow under the situation of three difference small torrents.
How to cite: Horiguchi, T., Kokuryo, H., and Ishikawa, N.: Prevention of Debris Flow from Inactive, Usually Dry Catchment in zero-order basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14988, https://doi.org/10.5194/egusphere-egu21-14988, 2021.
EGU21-14294 | vPICO presentations | NH3.2
Geomorphic response and paleohydrology of a debris flow event in the upper Ganga River basin, NW HimalayaRahul Devrani and Rohit Kumar
Debris flow events are recognized as one of the most prominent mechanisms for landscape evolution in the Himalayan river basins. Triggered by cloud bursts, glacial and landslide lake outburst floods; debris flows can erode, transport and deposit vast amount of sediments with profound landscape changes. The Himalayan river basins frequently experience such debris flow events during the monsoon. However, only a few morphological and hydrological studies are available for such events. Hence, we studied a high-magnitude, low-frequency debris flow event in the Asiganga River basin (a headwater tributary of the Ganga River) on 3rd August 2012.
In the present study, we (i) computed landscape change during the event and (ii) calculated the paleohydrology of the event. The pre and post geomorphic mapping is carried out using satellite imageries (Google Earth), field data, and published literature to analyze landscape modification/change. The paleohydrology of the event is calculated using dimensions of 440 mobilized stream boulders at 11 locations in the Asiganga River basin. Our results suggest that the Asiganaga River’s reaches encountered sediment deposition and erosion on a massive scale; especially in the lower terrace levels. Channel shifting and widening was also a dominating geomorphic response, and it occurred in different magnitude along the course of the Asiganga River. A significant alteration trend is observed in sediment bars, especially in the reaches, which were exceedingly influenced by morphological and hydraulic parameters. The peak discharge is calculated using D95, D90, D85, and D80 of the mobilized stream boulders. Overall, the calculated highest peak discharge is around 4500 m3s-1. Interestingly, the peak discharge from D90 yielded the value of 2661 m3s-1 , and it corresponds with the peak discharge (i.e., 2665 m3s-1 ) measured using an instrument based previous study.
In the Himalayan River basins, documentation of such debris flow events is crucial. Such studies will provide a unique database to study river sensitivity towards future debris flow events.
How to cite: Devrani, R. and Kumar, R.: Geomorphic response and paleohydrology of a debris flow event in the upper Ganga River basin, NW Himalaya, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14294, https://doi.org/10.5194/egusphere-egu21-14294, 2021.
Debris flow events are recognized as one of the most prominent mechanisms for landscape evolution in the Himalayan river basins. Triggered by cloud bursts, glacial and landslide lake outburst floods; debris flows can erode, transport and deposit vast amount of sediments with profound landscape changes. The Himalayan river basins frequently experience such debris flow events during the monsoon. However, only a few morphological and hydrological studies are available for such events. Hence, we studied a high-magnitude, low-frequency debris flow event in the Asiganga River basin (a headwater tributary of the Ganga River) on 3rd August 2012.
In the present study, we (i) computed landscape change during the event and (ii) calculated the paleohydrology of the event. The pre and post geomorphic mapping is carried out using satellite imageries (Google Earth), field data, and published literature to analyze landscape modification/change. The paleohydrology of the event is calculated using dimensions of 440 mobilized stream boulders at 11 locations in the Asiganga River basin. Our results suggest that the Asiganaga River’s reaches encountered sediment deposition and erosion on a massive scale; especially in the lower terrace levels. Channel shifting and widening was also a dominating geomorphic response, and it occurred in different magnitude along the course of the Asiganga River. A significant alteration trend is observed in sediment bars, especially in the reaches, which were exceedingly influenced by morphological and hydraulic parameters. The peak discharge is calculated using D95, D90, D85, and D80 of the mobilized stream boulders. Overall, the calculated highest peak discharge is around 4500 m3s-1. Interestingly, the peak discharge from D90 yielded the value of 2661 m3s-1 , and it corresponds with the peak discharge (i.e., 2665 m3s-1 ) measured using an instrument based previous study.
In the Himalayan River basins, documentation of such debris flow events is crucial. Such studies will provide a unique database to study river sensitivity towards future debris flow events.
How to cite: Devrani, R. and Kumar, R.: Geomorphic response and paleohydrology of a debris flow event in the upper Ganga River basin, NW Himalaya, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14294, https://doi.org/10.5194/egusphere-egu21-14294, 2021.
EGU21-14583 | vPICO presentations | NH3.2
Spontaneous initiation of debris flow surges from sedimentary depositsBaoliang Wang, Yong Li, and Xiaojun Guo
Spontaneous initiation of debris flow surges from sedimentary deposits
Wang Baoliang1 , Li Yong2, Guo Xiaojun2
1 Yellow River Engineering Consulting Co., Ltd., Zhengzhou, 450004, China
2 Key Laboratory of Mountain Hazards and Surface Process / Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610041, China
We report here that a small gully of sedimentary deposit has spontaneously produced a sequence of debris flow surges in great variety of appearances. The event occurred in a tributary gully of 0.16km2, without slope failures and rainstorms; the only triggering force was the groundwater at small discharge (0.5L/s). Individual surges originated separately from the sediment in different manners and appeared in a variety of flow regimes and material compositions(Fig.1). We’ve taken a detailed scrutiny on the whole processes, i.e., the surge sequence spontaneously occurring in the stream (Fig.2), and suggested a mechanism for the surge scenario. It is proposed that the sediment is heterogeneously composed of blocks of granular aggregates, featured by the grain size distribution (GSD). With different GSD parameters, sediment blocks have different critical condition of liquefaction or fluidization, which determines the manner of surge initiation (Fig.3). Fine grains are easily to run out with infiltration to form slurry and lubricate the substrate sediment layer, facilitating the mobility of succeeding surges; while coarse grains collapse as Coulomb failure and turn into high concentrated surges. And variation of the substrate granular structure causes on and off of the surges. In summary, it is the randomness of GSD and block of sediment that lead to the variety of surge initiation; and the initiation and motion of tributary surges provides a vivid scenario for intermittent surges in the mainstream channel.
How to cite: Wang, B., Li, Y., and Guo, X.: Spontaneous initiation of debris flow surges from sedimentary deposits, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14583, https://doi.org/10.5194/egusphere-egu21-14583, 2021.
Spontaneous initiation of debris flow surges from sedimentary deposits
Wang Baoliang1 , Li Yong2, Guo Xiaojun2
1 Yellow River Engineering Consulting Co., Ltd., Zhengzhou, 450004, China
2 Key Laboratory of Mountain Hazards and Surface Process / Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610041, China
We report here that a small gully of sedimentary deposit has spontaneously produced a sequence of debris flow surges in great variety of appearances. The event occurred in a tributary gully of 0.16km2, without slope failures and rainstorms; the only triggering force was the groundwater at small discharge (0.5L/s). Individual surges originated separately from the sediment in different manners and appeared in a variety of flow regimes and material compositions(Fig.1). We’ve taken a detailed scrutiny on the whole processes, i.e., the surge sequence spontaneously occurring in the stream (Fig.2), and suggested a mechanism for the surge scenario. It is proposed that the sediment is heterogeneously composed of blocks of granular aggregates, featured by the grain size distribution (GSD). With different GSD parameters, sediment blocks have different critical condition of liquefaction or fluidization, which determines the manner of surge initiation (Fig.3). Fine grains are easily to run out with infiltration to form slurry and lubricate the substrate sediment layer, facilitating the mobility of succeeding surges; while coarse grains collapse as Coulomb failure and turn into high concentrated surges. And variation of the substrate granular structure causes on and off of the surges. In summary, it is the randomness of GSD and block of sediment that lead to the variety of surge initiation; and the initiation and motion of tributary surges provides a vivid scenario for intermittent surges in the mainstream channel.
How to cite: Wang, B., Li, Y., and Guo, X.: Spontaneous initiation of debris flow surges from sedimentary deposits, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14583, https://doi.org/10.5194/egusphere-egu21-14583, 2021.
EGU21-13933 | vPICO presentations | NH3.2
Temporal Variation Characteristics of Soil After Fire in A Post-fire Debris Flow Source AreaMingyu Lei
The influence of forest fire on soil hydrology and mechanical effects promotes the occurrence of post-fire debris flow. However, the variation of soil properties with time has not been much studied. In order to determine the temporal variation characteristics of soil hydrology and mechanical effects after forest fires under different fire severities, and link them to the initiation of post-fire debris flows, a two-year continuous testing of samples from the source area of post-fire debris flows in Muli County, China, were investigated. Saturated direct shear test, saturated permeability experiment and scanning electron microscope experiments of undisturbed soil were carried out. The results showed that the burning of organic matter occurred, which reduced soil permeability sharply. In addition, high temperatures destroyed the structure of soil, causing the internal collapse of aggregates and reducing soil shear strength. While the herbaceous plants can quickly regenerate after fire, improving the hydrological and mechanical properties of soil, and reducing the frequency of post-fire debris flow. These results can evaluate the changes of soil physical and mechanical properties in short term after fire, and also explain the formation mechanism of post-fire debris flow.
How to cite: Lei, M.: Temporal Variation Characteristics of Soil After Fire in A Post-fire Debris Flow Source Area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13933, https://doi.org/10.5194/egusphere-egu21-13933, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The influence of forest fire on soil hydrology and mechanical effects promotes the occurrence of post-fire debris flow. However, the variation of soil properties with time has not been much studied. In order to determine the temporal variation characteristics of soil hydrology and mechanical effects after forest fires under different fire severities, and link them to the initiation of post-fire debris flows, a two-year continuous testing of samples from the source area of post-fire debris flows in Muli County, China, were investigated. Saturated direct shear test, saturated permeability experiment and scanning electron microscope experiments of undisturbed soil were carried out. The results showed that the burning of organic matter occurred, which reduced soil permeability sharply. In addition, high temperatures destroyed the structure of soil, causing the internal collapse of aggregates and reducing soil shear strength. While the herbaceous plants can quickly regenerate after fire, improving the hydrological and mechanical properties of soil, and reducing the frequency of post-fire debris flow. These results can evaluate the changes of soil physical and mechanical properties in short term after fire, and also explain the formation mechanism of post-fire debris flow.
How to cite: Lei, M.: Temporal Variation Characteristics of Soil After Fire in A Post-fire Debris Flow Source Area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13933, https://doi.org/10.5194/egusphere-egu21-13933, 2021.
EGU21-13937 | vPICO presentations | NH3.2
Development Mechanism of Moraine Debris Flows in Parlung Zangbo Basin, Southeast Tibet, ChinaDongxu Yang and Hai Huang
Located in the north of the Great Bend of Yarlung Zangbo River, the Purlung Zangbo basin is the largest distribution area of marine glaciers in China. Here is one of the most serious sections for geological disasters in the Sichuan-Tibet transportation corridor, which poses a serious threat to the planning and construction of the Sichuan-Tibet Railway and Expressway and other important infrastructures. In order to assess the risk of geological disasters along the proposed Sichuan-Tibet Railway, more than 80 typical moraine landslides, glacier collapsed debris flows, and glacial lake breakouts in the basin were selected through remote sensing interpretation and field verification, which were carried out ground investigation and geotechnical properties tests in detail. The main types, material sources and key influencing factors of the moraine geological hazards are analyzed by in-situ tests of large-scale straight shear, double ring penetration, matrix suction, dynamic penetration and indoor sample testing methods such as consolidation compression, triaxial shear, and OSL dating, combined with regional temperature, rainfall, multi-stage remote sensing images and geological mapping data. Finally, the starting mechanism and disaster scale of loose moraine are preliminarily simulated by combining the water and thermal product index method and FLOW 3D numerical analysis software. The results show that the physical and mechanical properties of moraine have good statistical relations with its water content, void ratio and clay content. The natural density and compression modulus are negatively linear related to the void ratio, while the vertical permeability coefficient and the free expansion ratio show a quadratic relationship with clay content, and also the shear strength and compressive strength are binary relationship with void ratio and moisture content. The permeability, consolidation degree and free surface characteristics are the key parameters affecting the stability of moraine slope. Moraine located in three depositional positions (the front of modern glacier tongue, the middle reaches of glacial valley and the bank slope of main river ) has different starting modes, which are "shoveled-scraped and migration type", "erosion and blocking-burst type", and "unloaded and permeated type". When it intersects with the main traffic lines, different countermeasures and application should be adopted: avoidance by bridges or tunnels, slope reinforcement, and cutting or subgrade.
How to cite: Yang, D. and Huang, H.: Development Mechanism of Moraine Debris Flows in Parlung Zangbo Basin, Southeast Tibet, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13937, https://doi.org/10.5194/egusphere-egu21-13937, 2021.
Located in the north of the Great Bend of Yarlung Zangbo River, the Purlung Zangbo basin is the largest distribution area of marine glaciers in China. Here is one of the most serious sections for geological disasters in the Sichuan-Tibet transportation corridor, which poses a serious threat to the planning and construction of the Sichuan-Tibet Railway and Expressway and other important infrastructures. In order to assess the risk of geological disasters along the proposed Sichuan-Tibet Railway, more than 80 typical moraine landslides, glacier collapsed debris flows, and glacial lake breakouts in the basin were selected through remote sensing interpretation and field verification, which were carried out ground investigation and geotechnical properties tests in detail. The main types, material sources and key influencing factors of the moraine geological hazards are analyzed by in-situ tests of large-scale straight shear, double ring penetration, matrix suction, dynamic penetration and indoor sample testing methods such as consolidation compression, triaxial shear, and OSL dating, combined with regional temperature, rainfall, multi-stage remote sensing images and geological mapping data. Finally, the starting mechanism and disaster scale of loose moraine are preliminarily simulated by combining the water and thermal product index method and FLOW 3D numerical analysis software. The results show that the physical and mechanical properties of moraine have good statistical relations with its water content, void ratio and clay content. The natural density and compression modulus are negatively linear related to the void ratio, while the vertical permeability coefficient and the free expansion ratio show a quadratic relationship with clay content, and also the shear strength and compressive strength are binary relationship with void ratio and moisture content. The permeability, consolidation degree and free surface characteristics are the key parameters affecting the stability of moraine slope. Moraine located in three depositional positions (the front of modern glacier tongue, the middle reaches of glacial valley and the bank slope of main river ) has different starting modes, which are "shoveled-scraped and migration type", "erosion and blocking-burst type", and "unloaded and permeated type". When it intersects with the main traffic lines, different countermeasures and application should be adopted: avoidance by bridges or tunnels, slope reinforcement, and cutting or subgrade.
How to cite: Yang, D. and Huang, H.: Development Mechanism of Moraine Debris Flows in Parlung Zangbo Basin, Southeast Tibet, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13937, https://doi.org/10.5194/egusphere-egu21-13937, 2021.
NH3.3 – Rockfalls, rockslides and rock avalanches
EGU21-15947 | vPICO presentations | NH3.3 | Highlight
Combining surface characteristics and rock-mechanical properties to identify unstable glacier headwalls on a regional scaleAndreas Ewald, Jan-Christoph Otto, Christoph von Hagke, and Andreas Lang
Global warming triggered retreat of alpine glaciers exposes large surface areas in the proglacial zone but also a significant headwall area above. The thermal and mechanical changes in the headwalls foster destabilisation and trigger rockfalls. Patterns of headwall destabilisation are complex due to variable rock strength and external atmospheric forcing and results are usually site-specific and do not allow regional scale stability assessments.
In order to understand sensitivity of alpine rock walls to instability following glacier retreat on a regional scale, we classify glacier headwalls based on a combination of surface and rock-mechanical characteristics. This includes (i) a semi-automatic detection of glacier headwalls using object-based image analysis, (ii) a morphometric analysis of headwalls, (iii) a regionalisation of rock-mechanical properties of the bedrock, and (iv) an analysis of other site conditions like potential permafrost occurrence and glacier retreat. We apply this workflow in the Hohe Tauern Range, Austria, to identify headwalls in recently deglaciated cirques and valleys with the highest potential for increased slope instability and rock fall processes.
For the central Hohe Tauern Range high-resolution digital datasets of topography, geology, glacier extent, and permafrost distribution are available. eCognition was used for semi-automatic headwall detection. Segmentation is derived from DEM derivatives like slope, aspect and a TPI-based landform classification. Headwall segments are classified based on slope and elevation thresholds that have been identified and validated using manual headwall mapping. Foliation information extracted from regional geological maps was compared to local geological surveys in order to specify type of foliation. Bedrock structure was interpolated based on a non-continuous azimuth distribution approach (NADIA). By combining topographic and geological data we derived a geotechnical classification scheme from cataclinal to anaclinal slopes with various dip-slope relations.
Preliminary results indicate that semi-automated headwall detection largely reproduces local observations. However, we observed an overestimation of 61% of total headwall area compared to the manually mapped headwalls. The rate of undetected areas is considered to be negligible. Overestimation mainly arises from inclusion of high-altitude profile straight slopes, matching the classification requirements without obvious glacial imprints such as schrundlines. Landform classification revealed a dominance of cataclinal slopes in the entire landscape. At steeper terrain, including glacier headwalls, anaclinal slopes prevail. Unstable situations such as overdip slopes are rare and predominantly found in the lower sections of glacier headwalls marked by schrundlines. Steep permafrost rock walls were found to be almost exclusively anaclinal, which might be considered as site-specific.
Our approach offers a new methodology to detect deglaciating headwalls and characterise their sensitivity to instability at a regional scale. Our classification can be used for up-scaling local headwall dynamics for a better anticipation of the destabilisation pattern of steep alpine slopes following glacier retreat.
How to cite: Ewald, A., Otto, J.-C., von Hagke, C., and Lang, A.: Combining surface characteristics and rock-mechanical properties to identify unstable glacier headwalls on a regional scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15947, https://doi.org/10.5194/egusphere-egu21-15947, 2021.
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Global warming triggered retreat of alpine glaciers exposes large surface areas in the proglacial zone but also a significant headwall area above. The thermal and mechanical changes in the headwalls foster destabilisation and trigger rockfalls. Patterns of headwall destabilisation are complex due to variable rock strength and external atmospheric forcing and results are usually site-specific and do not allow regional scale stability assessments.
In order to understand sensitivity of alpine rock walls to instability following glacier retreat on a regional scale, we classify glacier headwalls based on a combination of surface and rock-mechanical characteristics. This includes (i) a semi-automatic detection of glacier headwalls using object-based image analysis, (ii) a morphometric analysis of headwalls, (iii) a regionalisation of rock-mechanical properties of the bedrock, and (iv) an analysis of other site conditions like potential permafrost occurrence and glacier retreat. We apply this workflow in the Hohe Tauern Range, Austria, to identify headwalls in recently deglaciated cirques and valleys with the highest potential for increased slope instability and rock fall processes.
For the central Hohe Tauern Range high-resolution digital datasets of topography, geology, glacier extent, and permafrost distribution are available. eCognition was used for semi-automatic headwall detection. Segmentation is derived from DEM derivatives like slope, aspect and a TPI-based landform classification. Headwall segments are classified based on slope and elevation thresholds that have been identified and validated using manual headwall mapping. Foliation information extracted from regional geological maps was compared to local geological surveys in order to specify type of foliation. Bedrock structure was interpolated based on a non-continuous azimuth distribution approach (NADIA). By combining topographic and geological data we derived a geotechnical classification scheme from cataclinal to anaclinal slopes with various dip-slope relations.
Preliminary results indicate that semi-automated headwall detection largely reproduces local observations. However, we observed an overestimation of 61% of total headwall area compared to the manually mapped headwalls. The rate of undetected areas is considered to be negligible. Overestimation mainly arises from inclusion of high-altitude profile straight slopes, matching the classification requirements without obvious glacial imprints such as schrundlines. Landform classification revealed a dominance of cataclinal slopes in the entire landscape. At steeper terrain, including glacier headwalls, anaclinal slopes prevail. Unstable situations such as overdip slopes are rare and predominantly found in the lower sections of glacier headwalls marked by schrundlines. Steep permafrost rock walls were found to be almost exclusively anaclinal, which might be considered as site-specific.
Our approach offers a new methodology to detect deglaciating headwalls and characterise their sensitivity to instability at a regional scale. Our classification can be used for up-scaling local headwall dynamics for a better anticipation of the destabilisation pattern of steep alpine slopes following glacier retreat.
How to cite: Ewald, A., Otto, J.-C., von Hagke, C., and Lang, A.: Combining surface characteristics and rock-mechanical properties to identify unstable glacier headwalls on a regional scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15947, https://doi.org/10.5194/egusphere-egu21-15947, 2021.
EGU21-14871 | vPICO presentations | NH3.3
Measuring rock moisture using different techniques in the sandstone area of SaxonyOliver Sass
Rock moisture is an understudied factor governing weathering and rockfall. Many weathering processes like hydration, thermal and frost cracking are governed by moisture availability. However, weathering studies have primarily focussed on temperatures. The role of moisture supply has not been given the same attention, also because there is no humidity sensor that meets all requirements for application in rock.
In the sandstone area of Saxony in eastern Germany ("Saxonian Switzerland"), climbing on wet rock poses a safety problem as the sandstone loses stability when saturated. Visitor guidance measures ('rock traffic lights') were implemented to temporarily stop climbing at rocks that are too wet. To accompany this measure, we carried out a pilot study at the Gohrisch sandstone massif, involving moisture measurements in the four cardinal directions at the rockwall base and near the summit of the massif. We used a combination of (a) electrical resistivity electrodes, combined with wind-driven rain collectors; (b) 2D-electrical resistivity (ERT); (c) microwave sensors (MW) with four sensor heads for different penetration depth and (d) Schmidt Hammer (SH) measurements to assess rock stability. All techniques were accompanied by laboratory measurements at rock samples.
Electrical resistivity, MW readings and SH rebound all showed very good correlations with rock moisture in laboratory samples. However, the range of values measured in the field strongly differed from laboratory values so that the calibration curves could not be applied to field data. Presumeably this is due to lithological differences between the fresh quarry samples and the pre-weathered rock faces.
ERT profiles using adhesive electrodes showed good reliability (RMS error 5-14%). Most sites were slightly wet at the surface, drier at 5-15 cm depth and moderately wet at 20-30 cm depth (1000 – 8000 Ohmm). The site Bottom North was much wetter than all others, and the two top positions were dried out at the surface probably due to wind. This distribution was roughly confirmed by microwave sensor data. Direct correlation between MW and ERT measurements was poor as measurement principle and geometry are very different.
Schmidt Hammer data was very consistent with microwave moisture in the lab (lower rebound at wetter surfaces); however not in the field, where the wetter Bottom North site showed highest rebound values. The summit positions showed significantly lower rebound which we attribute to stronger weathering (more dry-wet cycles). Lab results show that the sandstone loses stability (SH rebound) mainly between 60% and 100% pore saturation. Currently we cannot reliably determine if this saturation was actually reached in the field.
The combined interpretation of all measurements, even if imperfectly calibrated, points to surface-parallel weakness zones that have developed at all sites except of Bottom North which is almost never hit by sunlight. Water supply by rainfall is weak at the almost vertical sites; water rather seems to infiltrate in flat areas and to seep out at the base of the massif. The results help to understand the distribution of dampness in the rock and will be supplemented by continuous monitoring and numerical simulations.
How to cite: Sass, O.: Measuring rock moisture using different techniques in the sandstone area of Saxony, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14871, https://doi.org/10.5194/egusphere-egu21-14871, 2021.
Rock moisture is an understudied factor governing weathering and rockfall. Many weathering processes like hydration, thermal and frost cracking are governed by moisture availability. However, weathering studies have primarily focussed on temperatures. The role of moisture supply has not been given the same attention, also because there is no humidity sensor that meets all requirements for application in rock.
In the sandstone area of Saxony in eastern Germany ("Saxonian Switzerland"), climbing on wet rock poses a safety problem as the sandstone loses stability when saturated. Visitor guidance measures ('rock traffic lights') were implemented to temporarily stop climbing at rocks that are too wet. To accompany this measure, we carried out a pilot study at the Gohrisch sandstone massif, involving moisture measurements in the four cardinal directions at the rockwall base and near the summit of the massif. We used a combination of (a) electrical resistivity electrodes, combined with wind-driven rain collectors; (b) 2D-electrical resistivity (ERT); (c) microwave sensors (MW) with four sensor heads for different penetration depth and (d) Schmidt Hammer (SH) measurements to assess rock stability. All techniques were accompanied by laboratory measurements at rock samples.
Electrical resistivity, MW readings and SH rebound all showed very good correlations with rock moisture in laboratory samples. However, the range of values measured in the field strongly differed from laboratory values so that the calibration curves could not be applied to field data. Presumeably this is due to lithological differences between the fresh quarry samples and the pre-weathered rock faces.
ERT profiles using adhesive electrodes showed good reliability (RMS error 5-14%). Most sites were slightly wet at the surface, drier at 5-15 cm depth and moderately wet at 20-30 cm depth (1000 – 8000 Ohmm). The site Bottom North was much wetter than all others, and the two top positions were dried out at the surface probably due to wind. This distribution was roughly confirmed by microwave sensor data. Direct correlation between MW and ERT measurements was poor as measurement principle and geometry are very different.
Schmidt Hammer data was very consistent with microwave moisture in the lab (lower rebound at wetter surfaces); however not in the field, where the wetter Bottom North site showed highest rebound values. The summit positions showed significantly lower rebound which we attribute to stronger weathering (more dry-wet cycles). Lab results show that the sandstone loses stability (SH rebound) mainly between 60% and 100% pore saturation. Currently we cannot reliably determine if this saturation was actually reached in the field.
The combined interpretation of all measurements, even if imperfectly calibrated, points to surface-parallel weakness zones that have developed at all sites except of Bottom North which is almost never hit by sunlight. Water supply by rainfall is weak at the almost vertical sites; water rather seems to infiltrate in flat areas and to seep out at the base of the massif. The results help to understand the distribution of dampness in the rock and will be supplemented by continuous monitoring and numerical simulations.
How to cite: Sass, O.: Measuring rock moisture using different techniques in the sandstone area of Saxony, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14871, https://doi.org/10.5194/egusphere-egu21-14871, 2021.
EGU21-4999 | vPICO presentations | NH3.3
Quantifying and characterising contemporary rockfall supply to a debris-covered glacier catchmentRebecca Stewart, Matthew Westoby, Stuart Dunning, Francesca Pellicciotti, and John Woodward
EGU21-8304 | vPICO presentations | NH3.3
The role of freezing-thaw cycling in rock samples topography evolution and rock cliff retreatLi Fei, Marc-Henri Derron, Tiggi Choanji, Michel Jaboyedoff, Chunwei Sun, and Charlotte Wolff
Freezing-thaw weathering is recognized as one of the most significant factors in the fatigue of rock mass in areas where the temperature periodically fluctuates around the freezing point.
A one-year monthly SfM monitoring program from December 19, 2019, to January 7, 2021, was done to detect rockfall activity on a rockslide cliff composed of marl-sandstone at La Cornalle, Switzerland. More than one hundred rockfall events were detected during this period with the volumes varied from 0.005m3 to 4.85m3.
We texture all the rockfalls on the 3D SfM model. It is shown that most of them are mainly located in three areas: the top of the cliff, the foot of the cliff, and the medium-left part of the cliff. The common feature of these three parts is that the layers are more or less overhanging with dense fractures around them. At the same time, the meteorological data collected by a weather station on site is correlated with the rockfall events to figure out the relationship between each other. Actually, about 30% of total rockfall volume fell during winter on this site. The triggering factor of rockfall during winter is related to freezing-thaw cycling. This kind of weathering can be understood as an interplay between rock properties and its dynamic environment.
In order to make clear the role of freezing-thaw played on the rockfall generation, an on-site 24h monitoring measurement program that consists of two crack meters, one rock thermal sensor, and thermal camera monitoring is installed in January 2021. Those datasets will help to understand how the crack grows with the changing temperature. In addition, freezing-thaw cycling laboratory experiments for the rock samples taken from different areas of the cliff will be done with an environmental test chamber. The topography of the rock samples before and after the experiments will be acquired by a 3D handheld scanner. This work will benefit to reveal the rock surface evolution during the freezing-thaw cycling in a dynamic environment with varied humidity and number of cycles.
In conclusion, the combination of on-site measurements and laboratory freezing-thaw experiments will provide a good basis for a better understanding of the rockfall triggering mechanism led by physical weathering.
How to cite: Fei, L., Derron, M.-H., Choanji, T., Jaboyedoff, M., Sun, C., and Wolff, C.: The role of freezing-thaw cycling in rock samples topography evolution and rock cliff retreat, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8304, https://doi.org/10.5194/egusphere-egu21-8304, 2021.
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Freezing-thaw weathering is recognized as one of the most significant factors in the fatigue of rock mass in areas where the temperature periodically fluctuates around the freezing point.
A one-year monthly SfM monitoring program from December 19, 2019, to January 7, 2021, was done to detect rockfall activity on a rockslide cliff composed of marl-sandstone at La Cornalle, Switzerland. More than one hundred rockfall events were detected during this period with the volumes varied from 0.005m3 to 4.85m3.
We texture all the rockfalls on the 3D SfM model. It is shown that most of them are mainly located in three areas: the top of the cliff, the foot of the cliff, and the medium-left part of the cliff. The common feature of these three parts is that the layers are more or less overhanging with dense fractures around them. At the same time, the meteorological data collected by a weather station on site is correlated with the rockfall events to figure out the relationship between each other. Actually, about 30% of total rockfall volume fell during winter on this site. The triggering factor of rockfall during winter is related to freezing-thaw cycling. This kind of weathering can be understood as an interplay between rock properties and its dynamic environment.
In order to make clear the role of freezing-thaw played on the rockfall generation, an on-site 24h monitoring measurement program that consists of two crack meters, one rock thermal sensor, and thermal camera monitoring is installed in January 2021. Those datasets will help to understand how the crack grows with the changing temperature. In addition, freezing-thaw cycling laboratory experiments for the rock samples taken from different areas of the cliff will be done with an environmental test chamber. The topography of the rock samples before and after the experiments will be acquired by a 3D handheld scanner. This work will benefit to reveal the rock surface evolution during the freezing-thaw cycling in a dynamic environment with varied humidity and number of cycles.
In conclusion, the combination of on-site measurements and laboratory freezing-thaw experiments will provide a good basis for a better understanding of the rockfall triggering mechanism led by physical weathering.
How to cite: Fei, L., Derron, M.-H., Choanji, T., Jaboyedoff, M., Sun, C., and Wolff, C.: The role of freezing-thaw cycling in rock samples topography evolution and rock cliff retreat, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8304, https://doi.org/10.5194/egusphere-egu21-8304, 2021.
EGU21-8260 | vPICO presentations | NH3.3
Formation of box canyons by mass failure in limestone: A modelling study of the role of groundwater seepageNader Saadatkhah and Aaron Micallef
Groundwater seepage has been shown to unambiguously lead to channel formation inunconsolidated sand to gravel sized sediments. However, its role in the evolution of bedrocklandscapes remains controversial. In this study, we use the coastline of the Maltese Islands as a case study to establish if and how groundwater seepage can form box canyons in limestones. The study area comprises up to 40 m high coralline limestone cliffs, with a mean fracturedensity of 1 in 5 m, overlying a ductile marl layer. The permeability contrast promotes the development of a perched aquifer and groundwater seepage at the cliff face. We ran numerical simulations using a 3D distinct element model based on geological, geotechnical and hydrological baseline information from the study state, and explored three potential mechanisms: (i) fracture widening by fluid pressure and dissolution associated to groundwater flow and seepage, (ii) fracture widening by loss of support at the base due tomarl displacement resulting from increased water content, and (iii) a combination of (i) and (ii). We also took into consideration two scenarios: (a) uniform groundwater seepage, and (b)focused groundwater seepage. Our results suggest that the combination of mechanisms (iii) and the scenario with focused groundwater seepage (b) give rise to the box canyonmorphology observed at the site. Box canyons thus initiate and grow via detachment of limestone blocks and their toppling, which is more concentrated at the head where groundwater seepage occurs.
How to cite: Saadatkhah, N. and Micallef, A.: Formation of box canyons by mass failure in limestone: A modelling study of the role of groundwater seepage, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8260, https://doi.org/10.5194/egusphere-egu21-8260, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Groundwater seepage has been shown to unambiguously lead to channel formation inunconsolidated sand to gravel sized sediments. However, its role in the evolution of bedrocklandscapes remains controversial. In this study, we use the coastline of the Maltese Islands as a case study to establish if and how groundwater seepage can form box canyons in limestones. The study area comprises up to 40 m high coralline limestone cliffs, with a mean fracturedensity of 1 in 5 m, overlying a ductile marl layer. The permeability contrast promotes the development of a perched aquifer and groundwater seepage at the cliff face. We ran numerical simulations using a 3D distinct element model based on geological, geotechnical and hydrological baseline information from the study state, and explored three potential mechanisms: (i) fracture widening by fluid pressure and dissolution associated to groundwater flow and seepage, (ii) fracture widening by loss of support at the base due tomarl displacement resulting from increased water content, and (iii) a combination of (i) and (ii). We also took into consideration two scenarios: (a) uniform groundwater seepage, and (b)focused groundwater seepage. Our results suggest that the combination of mechanisms (iii) and the scenario with focused groundwater seepage (b) give rise to the box canyonmorphology observed at the site. Box canyons thus initiate and grow via detachment of limestone blocks and their toppling, which is more concentrated at the head where groundwater seepage occurs.
How to cite: Saadatkhah, N. and Micallef, A.: Formation of box canyons by mass failure in limestone: A modelling study of the role of groundwater seepage, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8260, https://doi.org/10.5194/egusphere-egu21-8260, 2021.
EGU21-9096 | vPICO presentations | NH3.3
Mechanisms and activity of deep-seated landslides at Tienchih and Yakou (S Taiwan) revealed by structural geology and remote sensingFederico Agliardi, Rou-fei Chen, Chiara Crippa, De-Cheng Yi, and Ching-Weei Lin
Deep-seated gravitational slope deformations (DSGSD) gained increasing attention in Taiwan due to their catastrophic impacts on lives and infrastructures during Typhoon Morakot in 2009, when over 2700 mm of rainfall in 5 days were recorded. As the main Taiwan island is located on a complex convergent plate boundary, available data suggest that the island’s strong tectonic activity has contributed, along with its subtropical climate and intense human activity, to the onset and destabilization of deep-seated landslides. These are widespread in high-relief mountain areas where Miocene to Eocene meta-sandstone and slate successions outcrop. Slopes at Tienchih (Lalong River of Kaohsiung) and Yakou (few km east in Taitung County) were affected by significant slope collapses and impending instabilities after the heavy precipitation of Typhoon Morakot. This led to severe damages and closure of the South Cross Island Highway No.20, a critical roadway connecting the western and eastern sides of S Taiwan, where continuing slope instability has been observed after 2009. At Tienchih, 240 mm of displacement over an area of 6.7 ha were recorded in 2016 by continuous GPS measurements after a heavy rainfall event. At Yakou, the middle slope sector including the road experienced a major collapse in 2018. At both sites, morpho-structural evidence identified in 1-m resolution LiDAR DEMs suggest that long-term slope deformations occurred well before catastrophic slope destabilization. This is supported by spectacular gravitational deformation structures (i.e. kink folds and shear zones), well exposed at Yakou, and by continuous slow movements detected at Tienchih by multi-temporal TCPInSAR analyses on ALOS/PALSAR images (2007-2011). On the other hand, dense vegetation and limited rock outcrops make an accurate assessment of the geometry, controls, mechanisms and style of activity of these landslides difficult. To overcome this difficulties, we carried out a systematic geomorphological mapping of the two areas through ortho-photos and HRDEMs derived from aerial LiDAR (2012 and 2019), and field surveys to characterize the local structural geology (ductile and brittle features), rock mass strength and gravitational morpho-structures. We performed a local-scale analysis of displacement patterns and rates by combining traditional radar interferometry (D-InSAR on ALOS and Sentinel-1 imagery), improved TCPInSAR analyses, GPS data, Digital Image Correlation between DEMs and change detection analysis of LiDAR point clouds. Our results suggest that long-term progressive failure of slopes was promoted by high tectonically-forced erosion rates and constrained by inherited ductile structures. These preconditioned the location, size and mechanisms of slope sectors more prone to catastrophic failure due to intense rainfall and river bank erosion. A systematic characterization of long-term slope deformation can thus provide key information to assess the hazard related to deep-seated landslides in Taiwan.
How to cite: Agliardi, F., Chen, R., Crippa, C., Yi, D.-C., and Lin, C.-W.: Mechanisms and activity of deep-seated landslides at Tienchih and Yakou (S Taiwan) revealed by structural geology and remote sensing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9096, https://doi.org/10.5194/egusphere-egu21-9096, 2021.
Deep-seated gravitational slope deformations (DSGSD) gained increasing attention in Taiwan due to their catastrophic impacts on lives and infrastructures during Typhoon Morakot in 2009, when over 2700 mm of rainfall in 5 days were recorded. As the main Taiwan island is located on a complex convergent plate boundary, available data suggest that the island’s strong tectonic activity has contributed, along with its subtropical climate and intense human activity, to the onset and destabilization of deep-seated landslides. These are widespread in high-relief mountain areas where Miocene to Eocene meta-sandstone and slate successions outcrop. Slopes at Tienchih (Lalong River of Kaohsiung) and Yakou (few km east in Taitung County) were affected by significant slope collapses and impending instabilities after the heavy precipitation of Typhoon Morakot. This led to severe damages and closure of the South Cross Island Highway No.20, a critical roadway connecting the western and eastern sides of S Taiwan, where continuing slope instability has been observed after 2009. At Tienchih, 240 mm of displacement over an area of 6.7 ha were recorded in 2016 by continuous GPS measurements after a heavy rainfall event. At Yakou, the middle slope sector including the road experienced a major collapse in 2018. At both sites, morpho-structural evidence identified in 1-m resolution LiDAR DEMs suggest that long-term slope deformations occurred well before catastrophic slope destabilization. This is supported by spectacular gravitational deformation structures (i.e. kink folds and shear zones), well exposed at Yakou, and by continuous slow movements detected at Tienchih by multi-temporal TCPInSAR analyses on ALOS/PALSAR images (2007-2011). On the other hand, dense vegetation and limited rock outcrops make an accurate assessment of the geometry, controls, mechanisms and style of activity of these landslides difficult. To overcome this difficulties, we carried out a systematic geomorphological mapping of the two areas through ortho-photos and HRDEMs derived from aerial LiDAR (2012 and 2019), and field surveys to characterize the local structural geology (ductile and brittle features), rock mass strength and gravitational morpho-structures. We performed a local-scale analysis of displacement patterns and rates by combining traditional radar interferometry (D-InSAR on ALOS and Sentinel-1 imagery), improved TCPInSAR analyses, GPS data, Digital Image Correlation between DEMs and change detection analysis of LiDAR point clouds. Our results suggest that long-term progressive failure of slopes was promoted by high tectonically-forced erosion rates and constrained by inherited ductile structures. These preconditioned the location, size and mechanisms of slope sectors more prone to catastrophic failure due to intense rainfall and river bank erosion. A systematic characterization of long-term slope deformation can thus provide key information to assess the hazard related to deep-seated landslides in Taiwan.
How to cite: Agliardi, F., Chen, R., Crippa, C., Yi, D.-C., and Lin, C.-W.: Mechanisms and activity of deep-seated landslides at Tienchih and Yakou (S Taiwan) revealed by structural geology and remote sensing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9096, https://doi.org/10.5194/egusphere-egu21-9096, 2021.
EGU21-8179 | vPICO presentations | NH3.3
Cross-Bedding and Structural Mapping for Rockfall Assessment of a Tunnel using Hi-Resolution LiDAR (Fribourg, Switzerland)Tiggi Choanji, Charlotte wolff, Li Fei, Lidia Loiotine, Amalia Gutierrez, Chunwei Sun, Marc-Henri Derron, Dario Carrea, and Michel Jaboyedoff
Lithology identification and discontinuity mapping are necessary for rockfall hazard assessment in tunnels. However, the restricted exposure and variability of rock face orientation in tunnels ought to be taken into account. Therefore, using Light Detection and Ranging (LiDAR) technique may significantly contribute to this task.
A historical carved tunnel in the Upper Marine Molasse (a poorly consolidated sandstone) of the City of Fribourg (Switzerland) was then investigated by fieldwork and LiDAR. Interestingly, it appears that in addition to joints and layering, some specific sedimentary structures, i.e. cross-bedding, have an important role in the tunnel roof stability. Cross-bedding is a sedimentary structure that can be identified clearly by the geometry of layer within one or more beds in a series of rock strata that does not run parallel to the plane of stratification.
In order to detect and analyse these sedimentary structures, the intensity of the backscattered LiDAR signal is analysed using the Oren-Nayar reflectance model, which considers range, incidence angle, scanned surface geometry (i.e. roughness). It provides corrected values of intensities that make possible to distinguish and identify geometry of cross-beddings in the tunnel.
An analysis of structural discontinuities was also performed using Coltop Software which identified joint sets developed inside the tunnel. Based on this approach, lithology characterizations, orientation of each discontinuity and bedding structures could be identified in point clouds confidently for understanding the mechanisms of potential rockfalls in the tunnel.
How to cite: Choanji, T., wolff, C., Fei, L., Loiotine, L., Gutierrez, A., Sun, C., Derron, M.-H., Carrea, D., and Jaboyedoff, M.: Cross-Bedding and Structural Mapping for Rockfall Assessment of a Tunnel using Hi-Resolution LiDAR (Fribourg, Switzerland), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8179, https://doi.org/10.5194/egusphere-egu21-8179, 2021.
Lithology identification and discontinuity mapping are necessary for rockfall hazard assessment in tunnels. However, the restricted exposure and variability of rock face orientation in tunnels ought to be taken into account. Therefore, using Light Detection and Ranging (LiDAR) technique may significantly contribute to this task.
A historical carved tunnel in the Upper Marine Molasse (a poorly consolidated sandstone) of the City of Fribourg (Switzerland) was then investigated by fieldwork and LiDAR. Interestingly, it appears that in addition to joints and layering, some specific sedimentary structures, i.e. cross-bedding, have an important role in the tunnel roof stability. Cross-bedding is a sedimentary structure that can be identified clearly by the geometry of layer within one or more beds in a series of rock strata that does not run parallel to the plane of stratification.
In order to detect and analyse these sedimentary structures, the intensity of the backscattered LiDAR signal is analysed using the Oren-Nayar reflectance model, which considers range, incidence angle, scanned surface geometry (i.e. roughness). It provides corrected values of intensities that make possible to distinguish and identify geometry of cross-beddings in the tunnel.
An analysis of structural discontinuities was also performed using Coltop Software which identified joint sets developed inside the tunnel. Based on this approach, lithology characterizations, orientation of each discontinuity and bedding structures could be identified in point clouds confidently for understanding the mechanisms of potential rockfalls in the tunnel.
How to cite: Choanji, T., wolff, C., Fei, L., Loiotine, L., Gutierrez, A., Sun, C., Derron, M.-H., Carrea, D., and Jaboyedoff, M.: Cross-Bedding and Structural Mapping for Rockfall Assessment of a Tunnel using Hi-Resolution LiDAR (Fribourg, Switzerland), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8179, https://doi.org/10.5194/egusphere-egu21-8179, 2021.
EGU21-2589 | vPICO presentations | NH3.3
2D quantitative analysis of fractures from high-resolution photos for the geomechanical characterization of rock massesEmmanuel Wyser, Lidia Loiotine, Charlotte Wolff, Gioacchino Francesco Andriani, Michel Jaboyedoff, and Mario Parise
The identification of discontinuity sets and their properties is among the key factors for the geomechanical characterization of rock masses, which is fundamental for performing stability analyses, and for planning prevention and mitigation measures as well.
In practice, discontinuity data are collected throughout difficult and time-consuming field surveys, especially when dealing with areas of wide extension, difficult accessibility, covered by dense vegetation, or with adverse weather conditions. Consequently, even experienced operators may introduce sampling errors or misinterpretations, leading to biased geomechanical models for the investigated rock mass.
In the last decades, new remote techniques such as photogrammetry, Light Detection and Ranging (LiDAR), Unmanned Aerial Vehicle (UAV) and InfraRed Thermography (IRT) have been introduced to overcome the limits of conventional surveys. We propose here a new tool for extracting information on the fracture pattern in rock masses, based on remote sensing methods, with particular reference to the analysis of high-resolution georeferenced photos. The first step consists in applying the Structure from Motion (SfM) technique on photos acquired by means of digital cameras and UAV techniques. Once aligned and georeferenced, the orthophotos are exported in a GIS software, to draw the fracture traces at an appropriate scale. We developed a MATLAB routine to extract information on the geostructural setting of rock masses by performing a quantitative 2D analysis of the fracture traces, based on formulas reported in the literature. The code was written by testing few experimental and simple traces and was successively validated on an orthophoto from a real case study.
Currently, the script plots the fracture traces as polylines and calculates their orientation (strike) and length. Subsequently, it detects the main discontinuity sets by fitting an experimental composite Gaussian curve on histograms showing the number of discontinuities according to their orientation, and splitting the curve in simpler Gaussian curves, with peaks corresponding to the main discontinuity sets.
Then, for each set, a linear scanline intersecting the highest number of traces is plotted, and the apparent and real spacing are calculated. In a second step, a grid of circular scanlines covering the whole area where the traces are located is plotted, and the mean trace intensity, trace density and trace length estimators are calculated.
It is expected to test the presented tools on other case studies, in order to optimize them and calculate additional metrics, such as persistence and block sizes, useful to the geomechanical characterization of rock masses.
As a future perspective, a similar approach could be investigated for 3D analyses from point clouds.
How to cite: Wyser, E., Loiotine, L., Wolff, C., Andriani, G. F., Jaboyedoff, M., and Parise, M.: 2D quantitative analysis of fractures from high-resolution photos for the geomechanical characterization of rock masses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2589, https://doi.org/10.5194/egusphere-egu21-2589, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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The identification of discontinuity sets and their properties is among the key factors for the geomechanical characterization of rock masses, which is fundamental for performing stability analyses, and for planning prevention and mitigation measures as well.
In practice, discontinuity data are collected throughout difficult and time-consuming field surveys, especially when dealing with areas of wide extension, difficult accessibility, covered by dense vegetation, or with adverse weather conditions. Consequently, even experienced operators may introduce sampling errors or misinterpretations, leading to biased geomechanical models for the investigated rock mass.
In the last decades, new remote techniques such as photogrammetry, Light Detection and Ranging (LiDAR), Unmanned Aerial Vehicle (UAV) and InfraRed Thermography (IRT) have been introduced to overcome the limits of conventional surveys. We propose here a new tool for extracting information on the fracture pattern in rock masses, based on remote sensing methods, with particular reference to the analysis of high-resolution georeferenced photos. The first step consists in applying the Structure from Motion (SfM) technique on photos acquired by means of digital cameras and UAV techniques. Once aligned and georeferenced, the orthophotos are exported in a GIS software, to draw the fracture traces at an appropriate scale. We developed a MATLAB routine to extract information on the geostructural setting of rock masses by performing a quantitative 2D analysis of the fracture traces, based on formulas reported in the literature. The code was written by testing few experimental and simple traces and was successively validated on an orthophoto from a real case study.
Currently, the script plots the fracture traces as polylines and calculates their orientation (strike) and length. Subsequently, it detects the main discontinuity sets by fitting an experimental composite Gaussian curve on histograms showing the number of discontinuities according to their orientation, and splitting the curve in simpler Gaussian curves, with peaks corresponding to the main discontinuity sets.
Then, for each set, a linear scanline intersecting the highest number of traces is plotted, and the apparent and real spacing are calculated. In a second step, a grid of circular scanlines covering the whole area where the traces are located is plotted, and the mean trace intensity, trace density and trace length estimators are calculated.
It is expected to test the presented tools on other case studies, in order to optimize them and calculate additional metrics, such as persistence and block sizes, useful to the geomechanical characterization of rock masses.
As a future perspective, a similar approach could be investigated for 3D analyses from point clouds.
How to cite: Wyser, E., Loiotine, L., Wolff, C., Andriani, G. F., Jaboyedoff, M., and Parise, M.: 2D quantitative analysis of fractures from high-resolution photos for the geomechanical characterization of rock masses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2589, https://doi.org/10.5194/egusphere-egu21-2589, 2021.
EGU21-5622 | vPICO presentations | NH3.3
Geological investigation and movement analysis of the deep-seated compound rockslide Laatsch, South TyrolKlaus Voit, Christine Fey, Christina Rechberger, Volkmar Mair, and Christian Zangerl
In Alpine areas, deep-seated rockslides are relatively common. They are mostly based on geological and tectonic conditions and triggered by permafrost degradation, snowmelt or heavy rainfall events. A striking example is situated near Laatsch, South Tyrol, at the valley entrance of the Münstertal at close range to the national road SS41 leading to the Swiss border. The activation of the movement occurred in the year 2000, showing a rapid expansion since the year 2012 causing a relocation of the road in 2014.
The U-shaped valley of the Münstertal was formed by glaciers, the valley floor is filled with alluvial sediments. The Mountain ridge runs approx. 2,100 m above the Adriatic Sea, valley floor at approx. 1,000 m above Adriatic Sea. The slope gradient varies between 30 and 50°. The rockslide situated in this slope is approx. 400 m wide, approx. 700 m in height at its longest extension, with a slide surface ca. 50 - 100 m deep summing up to an instable rock volume of approximately 5 to 10 million m³ and monthly average movement rates of 0.1 to 0.55 m.
Geological mapping and analysis were performed for the detailed identification of the cause of failure and occurring failure types such as sliding, falling, toppling and flow. The different gneiss bedrock types mainly consist of Quartz, Feldspar, Muscovite and Calcite, foliation is mainly caused by Muscovite layers. Muscovite-rich shearing planes could also be identified via thin section analysis. The foliation dips with a dip of ca. 10-20° mainly towards Northeast and therefore is orientated towards the slope. Two sets of very steep dipping joins are present deeply fragmenting the rock mass providing starting points or lines for the development of scarp surfaces. Deep weathering of the disintegrated gneiss bed rock could be observed at tectonically induced fracture surfaces. Weathering progresses along scarps and developed tension cracks further eroding and dissembling the rock mass.
Movement analysis of different slabs were performed twice a year using multi-temporal terrestrial laser scanning (TLS) between 2017 and 2020. Along this sliding surface, rock material is transported as individual slabs showing mainly a translational movement behavior with minor internal deformation. These slabs are visually recognizable on site as well as during the analysis of movement rates of laserscanning series measurements. Main mass transport occurs from upper steep slope areas to areas of lower slope angle within and at the foot of the rockslide. General movement occurs via a basal slip surface with an average thickness of failure volume of approx. 50 to 100 Meters.
Volume of displaced material during accompanied processes of rock fall and rock topple events amounts to 2,000 - 5,000 m³ depending on the size of the event. These types of rock movement mainly take place along outbreak recesses at the rockslide flanks, scarps and at the internal slab margins. These falls and topples can also be detected through several laserscanning measurement series.
How to cite: Voit, K., Fey, C., Rechberger, C., Mair, V., and Zangerl, C.: Geological investigation and movement analysis of the deep-seated compound rockslide Laatsch, South Tyrol, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5622, https://doi.org/10.5194/egusphere-egu21-5622, 2021.
In Alpine areas, deep-seated rockslides are relatively common. They are mostly based on geological and tectonic conditions and triggered by permafrost degradation, snowmelt or heavy rainfall events. A striking example is situated near Laatsch, South Tyrol, at the valley entrance of the Münstertal at close range to the national road SS41 leading to the Swiss border. The activation of the movement occurred in the year 2000, showing a rapid expansion since the year 2012 causing a relocation of the road in 2014.
The U-shaped valley of the Münstertal was formed by glaciers, the valley floor is filled with alluvial sediments. The Mountain ridge runs approx. 2,100 m above the Adriatic Sea, valley floor at approx. 1,000 m above Adriatic Sea. The slope gradient varies between 30 and 50°. The rockslide situated in this slope is approx. 400 m wide, approx. 700 m in height at its longest extension, with a slide surface ca. 50 - 100 m deep summing up to an instable rock volume of approximately 5 to 10 million m³ and monthly average movement rates of 0.1 to 0.55 m.
Geological mapping and analysis were performed for the detailed identification of the cause of failure and occurring failure types such as sliding, falling, toppling and flow. The different gneiss bedrock types mainly consist of Quartz, Feldspar, Muscovite and Calcite, foliation is mainly caused by Muscovite layers. Muscovite-rich shearing planes could also be identified via thin section analysis. The foliation dips with a dip of ca. 10-20° mainly towards Northeast and therefore is orientated towards the slope. Two sets of very steep dipping joins are present deeply fragmenting the rock mass providing starting points or lines for the development of scarp surfaces. Deep weathering of the disintegrated gneiss bed rock could be observed at tectonically induced fracture surfaces. Weathering progresses along scarps and developed tension cracks further eroding and dissembling the rock mass.
Movement analysis of different slabs were performed twice a year using multi-temporal terrestrial laser scanning (TLS) between 2017 and 2020. Along this sliding surface, rock material is transported as individual slabs showing mainly a translational movement behavior with minor internal deformation. These slabs are visually recognizable on site as well as during the analysis of movement rates of laserscanning series measurements. Main mass transport occurs from upper steep slope areas to areas of lower slope angle within and at the foot of the rockslide. General movement occurs via a basal slip surface with an average thickness of failure volume of approx. 50 to 100 Meters.
Volume of displaced material during accompanied processes of rock fall and rock topple events amounts to 2,000 - 5,000 m³ depending on the size of the event. These types of rock movement mainly take place along outbreak recesses at the rockslide flanks, scarps and at the internal slab margins. These falls and topples can also be detected through several laserscanning measurement series.
How to cite: Voit, K., Fey, C., Rechberger, C., Mair, V., and Zangerl, C.: Geological investigation and movement analysis of the deep-seated compound rockslide Laatsch, South Tyrol, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5622, https://doi.org/10.5194/egusphere-egu21-5622, 2021.
EGU21-13425 | vPICO presentations | NH3.3
Rock mass damaging investigation through the analysis of microseismic monitoring data collected on rock massesDanilo D'Angiò, Luca Lenti, and Salvatore Martino
Rock mass damaging investigation is a main research topic in the ambit of rock fall hazard assessment. Roads and railways interruptions, as well as damages of buildings, are among the main inconveniences due to the detachment of unstable sectors of highly jointed rock masses. The contribution of rock mass creep together with natural and anthropic forcings leads to the accumulation of inelastic strain within the rock mass and to the formation of new joints or to the extension and movement of the pre-existing ones. The associated stress release produces tiny vibratory signals (known as microseismic emissions) that can be detected by on-site installed microseismic monitoring networks. Monthly and annual microseismic monitoring data can provide information on seismicity increase over certain periods and on the deterioration of rock properties as the elastic moduli. However, other seismic attributes may support the comprehension of rock mass damaging processes. In particular, the analysis over time of the damping ratio associated with the microseismic emissions could indicate transient and permanent changes within the micro-joint network. This analysis approach has been already conducted on a three-month long microseismic dataset collected at the Acuto field-lab, which is hosted in an abandoned quarry and is mainly exposed to environmental forcings (rainfalls and thermal cycles); moreover, to account also for anthropic vibrations, preliminary studies were carried out on a rock mass located in proximity of a railway. As a further perspective, the investigation of multi-year seismic dataset acquired on unstable rock masses will allow to better inspect the reliability of this analysis approach for rock mass damaging assessment.
How to cite: D'Angiò, D., Lenti, L., and Martino, S.: Rock mass damaging investigation through the analysis of microseismic monitoring data collected on rock masses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13425, https://doi.org/10.5194/egusphere-egu21-13425, 2021.
Rock mass damaging investigation is a main research topic in the ambit of rock fall hazard assessment. Roads and railways interruptions, as well as damages of buildings, are among the main inconveniences due to the detachment of unstable sectors of highly jointed rock masses. The contribution of rock mass creep together with natural and anthropic forcings leads to the accumulation of inelastic strain within the rock mass and to the formation of new joints or to the extension and movement of the pre-existing ones. The associated stress release produces tiny vibratory signals (known as microseismic emissions) that can be detected by on-site installed microseismic monitoring networks. Monthly and annual microseismic monitoring data can provide information on seismicity increase over certain periods and on the deterioration of rock properties as the elastic moduli. However, other seismic attributes may support the comprehension of rock mass damaging processes. In particular, the analysis over time of the damping ratio associated with the microseismic emissions could indicate transient and permanent changes within the micro-joint network. This analysis approach has been already conducted on a three-month long microseismic dataset collected at the Acuto field-lab, which is hosted in an abandoned quarry and is mainly exposed to environmental forcings (rainfalls and thermal cycles); moreover, to account also for anthropic vibrations, preliminary studies were carried out on a rock mass located in proximity of a railway. As a further perspective, the investigation of multi-year seismic dataset acquired on unstable rock masses will allow to better inspect the reliability of this analysis approach for rock mass damaging assessment.
How to cite: D'Angiò, D., Lenti, L., and Martino, S.: Rock mass damaging investigation through the analysis of microseismic monitoring data collected on rock masses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13425, https://doi.org/10.5194/egusphere-egu21-13425, 2021.
EGU21-10791 | vPICO presentations | NH3.3 | Highlight
The role of forest deadwood in rockfall protectionAdrian Ringenbach, Peter Bebi, Perry Bartelt, and Andrin Caviezel
Forests with a high density and basal area of living trees are known for their function as natural and cost-efficient protection against rockfall. The role of deadwood, however, is less understood. We address this knowledge gap in this contribution as we present the results of repeated real-scale experiments in a) a montane beech-spruce forest with and without deadwood and b) in a subalpine scrub mountain pine-spruce forest with deadwood. We used artificial rocks with either an equant or platy shape, masses between 45 kg and 800 kg (≈ 0.3 m3), and equipped with in-situ sensors to gain insights into rotational velocities and impact-accelerations. Clusters of deadwood and erected root plates reduced the mean runout distance at both study sites. For site a), we found that more rocks were stopped behind lying than living trees and that the stopping effect of deadwood was greater for equant compared to platy rock shapes. Site b) revealed a braking effect of scrub mountain pines for relatively small (45 kg), but also a visible reduction in rotational velocities for the 800 kg rocks sensor stream. We conclude that deadwood must be taken into account in rockfall modeling and the management of rockfall protection forests.
How to cite: Ringenbach, A., Bebi, P., Bartelt, P., and Caviezel, A.: The role of forest deadwood in rockfall protection, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10791, https://doi.org/10.5194/egusphere-egu21-10791, 2021.
Forests with a high density and basal area of living trees are known for their function as natural and cost-efficient protection against rockfall. The role of deadwood, however, is less understood. We address this knowledge gap in this contribution as we present the results of repeated real-scale experiments in a) a montane beech-spruce forest with and without deadwood and b) in a subalpine scrub mountain pine-spruce forest with deadwood. We used artificial rocks with either an equant or platy shape, masses between 45 kg and 800 kg (≈ 0.3 m3), and equipped with in-situ sensors to gain insights into rotational velocities and impact-accelerations. Clusters of deadwood and erected root plates reduced the mean runout distance at both study sites. For site a), we found that more rocks were stopped behind lying than living trees and that the stopping effect of deadwood was greater for equant compared to platy rock shapes. Site b) revealed a braking effect of scrub mountain pines for relatively small (45 kg), but also a visible reduction in rotational velocities for the 800 kg rocks sensor stream. We conclude that deadwood must be taken into account in rockfall modeling and the management of rockfall protection forests.
How to cite: Ringenbach, A., Bebi, P., Bartelt, P., and Caviezel, A.: The role of forest deadwood in rockfall protection, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10791, https://doi.org/10.5194/egusphere-egu21-10791, 2021.
EGU21-9731 | vPICO presentations | NH3.3
Accelerating phase displacement prediction and 3D rockfall modelling of the large Gallivaggio rockfallAndrea Valagussa, Giuseppe Dattola, Paolo Frattini, Elena Valbuzzi, Alberto Villa, Federico Agliardi, and Giovanni Crosta
Rockfalls are severe and common dangerous events in mountain areas which are strongly controlled by geological and weather conditions. Remotely sensed data allows to identify slowly moving block volumes and to characterize the evolution towards collapse. The commonly adopted approaches for time to failure estimations generally rely on the inverse velocity approach. In this study we investigate the capabilities of a viscoplastic model to simulate the progressive evolution of the block instability with time. We use the monitored time series to calibrate the model parameters and then we pass to the modeling of the entire rockfall events and to the design of mitigation countermeasures. To this aim we study the May 29th 2018 Gallivaggio rock fall (San Giacomo Filippo, Sondrio, Italy) when about 5,000 m3 of rock detached from a 400 m high cliff, causing considerable damage to the area of the Sanctuary of Gallivaggio and closure of the main mountain route (S.S.36).
The area was monitored by the Regional Environmental Protection Agency since 2011 by using a ground-based radar (GB-InSAR, LisaLab srl), and it was affected by a 150 m3 rockfall event in the last months of 2019.
GB-InSAR data, multiple laser scanner surveys and drone images of the rock cliff recorded before the event allow to identify the source area, to define and characterize the potentially detachable block volumes and their evolution through time. Thanks to the continuous GB-InSAR monitoring which started well before the event, we calibrated the parameters of a 1d multi-block model whose behaviour is governed by time-dependent visco-plastic constitutive law based on the Perzyna’s approach. This model is subsequently employed to reproduce the mechanical response of the block masses until their detachment from the vertical wall by using different constitutive laws.
At the same time, the comparison between the size distributions of the detached and the deposited blocks and the dust sampling and characterization allowed us to evaluate the degree of comminution due to fragmentation. This information, which is rarely available, made possible to calibrate the fragmentation algorithm of the code HY-STONE, which simulates fragmentation of the falling blocks overcoming a certain energy threshold and the dynamic behaviour of the resulting fragments. We first applied the code to replicate the rockfall events, being able to simulate the large spreading of the block that was impossible to simulate without the fragmentation algorithm. Then we applied this modelling approach for the design of a ditch-embankment countermeasure, simulating different scenarios with and without fragmentation. The results show that fragmentation induces an increase in the number of blocks impacting the embankment, in the heights, and in the velocity, but a decrease of the kinetic energy since each fragment has a smaller mass than the original blocks.
How to cite: Valagussa, A., Dattola, G., Frattini, P., Valbuzzi, E., Villa, A., Agliardi, F., and Crosta, G.: Accelerating phase displacement prediction and 3D rockfall modelling of the large Gallivaggio rockfall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9731, https://doi.org/10.5194/egusphere-egu21-9731, 2021.
Rockfalls are severe and common dangerous events in mountain areas which are strongly controlled by geological and weather conditions. Remotely sensed data allows to identify slowly moving block volumes and to characterize the evolution towards collapse. The commonly adopted approaches for time to failure estimations generally rely on the inverse velocity approach. In this study we investigate the capabilities of a viscoplastic model to simulate the progressive evolution of the block instability with time. We use the monitored time series to calibrate the model parameters and then we pass to the modeling of the entire rockfall events and to the design of mitigation countermeasures. To this aim we study the May 29th 2018 Gallivaggio rock fall (San Giacomo Filippo, Sondrio, Italy) when about 5,000 m3 of rock detached from a 400 m high cliff, causing considerable damage to the area of the Sanctuary of Gallivaggio and closure of the main mountain route (S.S.36).
The area was monitored by the Regional Environmental Protection Agency since 2011 by using a ground-based radar (GB-InSAR, LisaLab srl), and it was affected by a 150 m3 rockfall event in the last months of 2019.
GB-InSAR data, multiple laser scanner surveys and drone images of the rock cliff recorded before the event allow to identify the source area, to define and characterize the potentially detachable block volumes and their evolution through time. Thanks to the continuous GB-InSAR monitoring which started well before the event, we calibrated the parameters of a 1d multi-block model whose behaviour is governed by time-dependent visco-plastic constitutive law based on the Perzyna’s approach. This model is subsequently employed to reproduce the mechanical response of the block masses until their detachment from the vertical wall by using different constitutive laws.
At the same time, the comparison between the size distributions of the detached and the deposited blocks and the dust sampling and characterization allowed us to evaluate the degree of comminution due to fragmentation. This information, which is rarely available, made possible to calibrate the fragmentation algorithm of the code HY-STONE, which simulates fragmentation of the falling blocks overcoming a certain energy threshold and the dynamic behaviour of the resulting fragments. We first applied the code to replicate the rockfall events, being able to simulate the large spreading of the block that was impossible to simulate without the fragmentation algorithm. Then we applied this modelling approach for the design of a ditch-embankment countermeasure, simulating different scenarios with and without fragmentation. The results show that fragmentation induces an increase in the number of blocks impacting the embankment, in the heights, and in the velocity, but a decrease of the kinetic energy since each fragment has a smaller mass than the original blocks.
How to cite: Valagussa, A., Dattola, G., Frattini, P., Valbuzzi, E., Villa, A., Agliardi, F., and Crosta, G.: Accelerating phase displacement prediction and 3D rockfall modelling of the large Gallivaggio rockfall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9731, https://doi.org/10.5194/egusphere-egu21-9731, 2021.
EGU21-5572 | vPICO presentations | NH3.3
Forecasting granular flow on steep terrains after interacting with an array of obstaclesSu Yang, Xiaoliang Wang, and Qingquan Liu
Natural disasters such as landslides dominated by granular material may cause catastrophic consequences. Therefore, the protection of human-made facilities in mountainous areas is of great significance. An effective protective measure is to install an array of obstacles upstream of the structure that needs to be protected. We need to numerically simulate the interaction between granular flow and obstacle array, and forecast the flow path and stacking position of granular flow after interacting with an array of obstacles. The constitutive behavior and structure-interaction mode of granular material differs substantially from water flow-dominated hazards (e.g., floods). We have developed a depth-averaged model that can accurately simulate the interaction between granular flow and obstacles. Numerical simulations were performed for the case of granular flow facing a large number of different obstacles arrays to produce a dynamical process of granular flow and the depth changes of fixed detection points. We obtain different obstacles arrays by changing, including but not limited to, the type, geometric size of the obstacles, and row spacing of the arrays. We found that obstacles play roles of dissipation, deflection and hindrance, on the granular flow. For some types of obstacles, such as tetrahedron, the previous two mechanisms are dominant. Our research results show that the existence of obstacle arrays can indeed protect specific areas downstream. Furthermore, we can achieve better protection effects by changing the parameters of the array. These research results help us better forecast the result of the interaction between granular flow and an array of obstacles in space, and provide guidance for the structural design and assessment for hazard mitigation in mountainous regions. These findings advance the understanding of flow structures of fast granular flow facing obstacles, which provides guidance for structural design and assessment for hazard mitigation in mountainous.
How to cite: Yang, S., Wang, X., and Liu, Q.: Forecasting granular flow on steep terrains after interacting with an array of obstacles, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5572, https://doi.org/10.5194/egusphere-egu21-5572, 2021.
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Natural disasters such as landslides dominated by granular material may cause catastrophic consequences. Therefore, the protection of human-made facilities in mountainous areas is of great significance. An effective protective measure is to install an array of obstacles upstream of the structure that needs to be protected. We need to numerically simulate the interaction between granular flow and obstacle array, and forecast the flow path and stacking position of granular flow after interacting with an array of obstacles. The constitutive behavior and structure-interaction mode of granular material differs substantially from water flow-dominated hazards (e.g., floods). We have developed a depth-averaged model that can accurately simulate the interaction between granular flow and obstacles. Numerical simulations were performed for the case of granular flow facing a large number of different obstacles arrays to produce a dynamical process of granular flow and the depth changes of fixed detection points. We obtain different obstacles arrays by changing, including but not limited to, the type, geometric size of the obstacles, and row spacing of the arrays. We found that obstacles play roles of dissipation, deflection and hindrance, on the granular flow. For some types of obstacles, such as tetrahedron, the previous two mechanisms are dominant. Our research results show that the existence of obstacle arrays can indeed protect specific areas downstream. Furthermore, we can achieve better protection effects by changing the parameters of the array. These research results help us better forecast the result of the interaction between granular flow and an array of obstacles in space, and provide guidance for the structural design and assessment for hazard mitigation in mountainous regions. These findings advance the understanding of flow structures of fast granular flow facing obstacles, which provides guidance for structural design and assessment for hazard mitigation in mountainous.
How to cite: Yang, S., Wang, X., and Liu, Q.: Forecasting granular flow on steep terrains after interacting with an array of obstacles, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5572, https://doi.org/10.5194/egusphere-egu21-5572, 2021.
EGU21-12604 | vPICO presentations | NH3.3
Modeling of the impact of rigid ellipsoidal blocks by means of an elastic-visco-plastic constitutive modelGiuseppe Dattola, Giovanni Battista Crosta, and Claudio Giulio di Prisco
Rockfall is one of the most common hazards in mountain areas causing severe damages to structures/infrastructures and, human lives. For this reason, numerous are the papers published in the last decades on this subject, both introducing reliable approaches to simulate the boulder trajectory and defining design methods for sheltering structures. As is well known, the most popular strategy to simulate the block trajectory and velocity is based on the lumped mass material point approach. This is capable of describing the block trajectory, before either its natural arrest or impact against an artificial/natural obstacle, by suitably considering its interaction with soil/rock materials, interaction always dynamic, very often highly dissipative and defined, according to its nature, as sliding, rolling or impact.
In this framework, this study focusses on impacts and, in particular, on the role of block geometry in affecting the block kinematic response. The problem is approached numerically; by modifying a previously conceived elastic-viscoplastic constitutive model, based on the macro-element concept. and capable of satisfactorily simulating impacts of spherical blocks.
The modified constitutive model relaxes the assumption of spherical block by assuming an ellipsoidal shape and by allowing for the boulder rotation. These two changes make the problem more complex but allow to model more realistically the impact. For the sake of simplicity, the results shown in this work consider the block motion to be planar, but the model already allows to include general three dimensional conditions.
In this work, the model is briefly outlined and the procedure for calibrating the model constitutive parameters described. Then, the results of an extensive parametric analysis, employing constitutive parameters calibrated on experimental data taken from the literature, are discussed. In particular, the role of (i) the inner block orientation, and (ii) the inner impact angle is considered in terms of both kinematic variables and restitution coefficients. Finally, interpolation functions to compute restitution coefficients, once both block shape and inner impact block orientation are known, are provided.
How to cite: Dattola, G., Crosta, G. B., and di Prisco, C. G.: Modeling of the impact of rigid ellipsoidal blocks by means of an elastic-visco-plastic constitutive model , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12604, https://doi.org/10.5194/egusphere-egu21-12604, 2021.
Rockfall is one of the most common hazards in mountain areas causing severe damages to structures/infrastructures and, human lives. For this reason, numerous are the papers published in the last decades on this subject, both introducing reliable approaches to simulate the boulder trajectory and defining design methods for sheltering structures. As is well known, the most popular strategy to simulate the block trajectory and velocity is based on the lumped mass material point approach. This is capable of describing the block trajectory, before either its natural arrest or impact against an artificial/natural obstacle, by suitably considering its interaction with soil/rock materials, interaction always dynamic, very often highly dissipative and defined, according to its nature, as sliding, rolling or impact.
In this framework, this study focusses on impacts and, in particular, on the role of block geometry in affecting the block kinematic response. The problem is approached numerically; by modifying a previously conceived elastic-viscoplastic constitutive model, based on the macro-element concept. and capable of satisfactorily simulating impacts of spherical blocks.
The modified constitutive model relaxes the assumption of spherical block by assuming an ellipsoidal shape and by allowing for the boulder rotation. These two changes make the problem more complex but allow to model more realistically the impact. For the sake of simplicity, the results shown in this work consider the block motion to be planar, but the model already allows to include general three dimensional conditions.
In this work, the model is briefly outlined and the procedure for calibrating the model constitutive parameters described. Then, the results of an extensive parametric analysis, employing constitutive parameters calibrated on experimental data taken from the literature, are discussed. In particular, the role of (i) the inner block orientation, and (ii) the inner impact angle is considered in terms of both kinematic variables and restitution coefficients. Finally, interpolation functions to compute restitution coefficients, once both block shape and inner impact block orientation are known, are provided.
How to cite: Dattola, G., Crosta, G. B., and di Prisco, C. G.: Modeling of the impact of rigid ellipsoidal blocks by means of an elastic-visco-plastic constitutive model , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12604, https://doi.org/10.5194/egusphere-egu21-12604, 2021.
EGU21-14683 | vPICO presentations | NH3.3
The Mechanics of Landslide Mobility with ErosionShiva P. Pudasaini and Michael Krautblatter
Erosion can dramatically change the dynamics and deposition morphology and escalate the destructive power of a landslide by rapidly amplifying its volume, turning it into a catastrophic event. Mobility is the direct measure of the thread posed by an erosive landslide as it plays a dominant role in controlling the enormous impact energy. However, no clear-cut mechanical condition has been presented so far for when and how the erosive landslide gains or loses energy resulting in enhanced or reduced mobility. We pioneer a mechanical model for the energy budget of an erosive landslide that delineates the enhanced or reduced mobility. A fundamentally new understanding is that the increased inertia due to the increased mass is not related to the landslide velocity, but it is associated with the distinctly different entrainment velocity emerging from the inertial frame of reference. The true inertia can be much less than incorrectly proposed previously. We eliminate the existing erroneous perception and make a breakthrough in correctly determining the mobility of the erosive landslide. We reveal that the erosion velocity plays an outstanding role in appropriately determining the energy budget of the erosive landslide. Crucially, whether the erosion related mass flow mobility will be enhanced, reduced or remains unaltered depends exclusively on whether the newly constructed energy generator is positive, negative or zero. This provides a first-ever explicit mechanical quantification of the state of energy, and thus, the precise description of mobility. This becomes a game-changer and fully addresses the long-standing scientific question of why and when some erosive landslides have higher mobility, while others have their mobility reduced. By introducing three important novel mechanical concepts: erosion-velocity, entrainment-velocity and energy-velocity, we demonstrate that the erosion and entrainment are essentially different processes. With this, we draw a central inference: that the landslide gains energy and enhances its mobility if the erosion velocity is greater than the entrainment velocity. The energy velocity delineates the three excess energy regimes: positive, negative and zero. We establish a mechanism of landslide-propulsion that emerges from the net momentum production, providing the erosion-thrust to the landslide. Analytically obtained velocity quantifies the effect of erosion in landslide mobility and indicates the fact that erosion can have the major control on the landslide dynamics. We have also presented a full set of dynamical equations in conservative form in which the momentum balance correctly includes the erosion induced change in inertia and the momentum production. This is a great advancement in legitimate simulation of landslide motion with erosion.
How to cite: Pudasaini, S. P. and Krautblatter, M.: The Mechanics of Landslide Mobility with Erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14683, https://doi.org/10.5194/egusphere-egu21-14683, 2021.
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Erosion can dramatically change the dynamics and deposition morphology and escalate the destructive power of a landslide by rapidly amplifying its volume, turning it into a catastrophic event. Mobility is the direct measure of the thread posed by an erosive landslide as it plays a dominant role in controlling the enormous impact energy. However, no clear-cut mechanical condition has been presented so far for when and how the erosive landslide gains or loses energy resulting in enhanced or reduced mobility. We pioneer a mechanical model for the energy budget of an erosive landslide that delineates the enhanced or reduced mobility. A fundamentally new understanding is that the increased inertia due to the increased mass is not related to the landslide velocity, but it is associated with the distinctly different entrainment velocity emerging from the inertial frame of reference. The true inertia can be much less than incorrectly proposed previously. We eliminate the existing erroneous perception and make a breakthrough in correctly determining the mobility of the erosive landslide. We reveal that the erosion velocity plays an outstanding role in appropriately determining the energy budget of the erosive landslide. Crucially, whether the erosion related mass flow mobility will be enhanced, reduced or remains unaltered depends exclusively on whether the newly constructed energy generator is positive, negative or zero. This provides a first-ever explicit mechanical quantification of the state of energy, and thus, the precise description of mobility. This becomes a game-changer and fully addresses the long-standing scientific question of why and when some erosive landslides have higher mobility, while others have their mobility reduced. By introducing three important novel mechanical concepts: erosion-velocity, entrainment-velocity and energy-velocity, we demonstrate that the erosion and entrainment are essentially different processes. With this, we draw a central inference: that the landslide gains energy and enhances its mobility if the erosion velocity is greater than the entrainment velocity. The energy velocity delineates the three excess energy regimes: positive, negative and zero. We establish a mechanism of landslide-propulsion that emerges from the net momentum production, providing the erosion-thrust to the landslide. Analytically obtained velocity quantifies the effect of erosion in landslide mobility and indicates the fact that erosion can have the major control on the landslide dynamics. We have also presented a full set of dynamical equations in conservative form in which the momentum balance correctly includes the erosion induced change in inertia and the momentum production. This is a great advancement in legitimate simulation of landslide motion with erosion.
How to cite: Pudasaini, S. P. and Krautblatter, M.: The Mechanics of Landslide Mobility with Erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14683, https://doi.org/10.5194/egusphere-egu21-14683, 2021.
EGU21-10215 | vPICO presentations | NH3.3
Benchmark of predictive simulations of block trajectories using field experimentsFranck Bourrier and the Members of task A.3.1 of C2ROP project
A comparative analysis between block propagation experiments and predictive simulations of block trajectories was conducted to evaluate the predictive capacities of block propagation analyses. Approximately one hundred blocks were released on two propagation paths with topographical discontinuities and configurations promoting block rolling. The block propagation was analysed at specific locations of the paths, called evaluation screens. A significant variability of the block velocities was measured at the screens and bimodal distributions of the velocities were observed for the screens located downhill topographical discontinuities.
The comparative analysis between the experimental results and the predictive simulations shows a large variability of the simulations results, that illustrates the uncertainties related with these predictions, done without calibration data. Specific limitations of the block propagation models were shown as regards to the modelling of block propagation similar to rolling motion on soft soils. Finally, the simulations were shown more predictive for extreme velocities than for mean ones and for block passing probabilities.
How to cite: Bourrier, F. and the Members of task A.3.1 of C2ROP project: Benchmark of predictive simulations of block trajectories using field experiments , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10215, https://doi.org/10.5194/egusphere-egu21-10215, 2021.
A comparative analysis between block propagation experiments and predictive simulations of block trajectories was conducted to evaluate the predictive capacities of block propagation analyses. Approximately one hundred blocks were released on two propagation paths with topographical discontinuities and configurations promoting block rolling. The block propagation was analysed at specific locations of the paths, called evaluation screens. A significant variability of the block velocities was measured at the screens and bimodal distributions of the velocities were observed for the screens located downhill topographical discontinuities.
The comparative analysis between the experimental results and the predictive simulations shows a large variability of the simulations results, that illustrates the uncertainties related with these predictions, done without calibration data. Specific limitations of the block propagation models were shown as regards to the modelling of block propagation similar to rolling motion on soft soils. Finally, the simulations were shown more predictive for extreme velocities than for mean ones and for block passing probabilities.
How to cite: Bourrier, F. and the Members of task A.3.1 of C2ROP project: Benchmark of predictive simulations of block trajectories using field experiments , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10215, https://doi.org/10.5194/egusphere-egu21-10215, 2021.
EGU21-10619 | vPICO presentations | NH3.3
Comparing different block propagation modelling approaches using the Platrock simulation platformVincent Acary, Franck Bourrier, David Toe, and Francois Kneib
Block propagation models are routinely used for the quantitative assessment of rockfall hazard. In these models, one of the major difficulties is the development of physically consistent and field applicable approaches to model the interaction between the block and the natural terrain. For most of propagation models, a thorough calibration of the input parameters is not available over the wide range of configurations encountered in practice. Consequently, the parameters choice is strongly depending on expert knowledge. In addition, most of models exhibit substantial sensitivity to some parameters, i.e. small changes of these parameters entail large differences in the simulation results.
The trajectory analysis platform Platrock, freely available upon request (contact: franck.bourrier@inrae.fr), allows performing 2D and 3D simulations using both material point rebound models and models, based on non-smooth mechanics, that explicitly account for block shape. This platform provides several simulation tools for detailed analyses of block propagation on study sites.
The possibilities of the predictive capabilities of different block propagation modelling approaches integrated into the Platrock platform have been assessed on a well-documented study site, where a benchmark of propagation models has been done in the context of C2ROP research project. This analysis emphasized the capacities of trajectory analyses to traduce block propagation but also demonstrated their substantial sensitivity to model parameters. The results from these simulations cannot be relevantly interpreted if they are not accompanied with calibration proofs, sensitivity analysis, and detailed interpretation of the results from the expert in charge of the study.
How to cite: Acary, V., Bourrier, F., Toe, D., and Kneib, F.: Comparing different block propagation modelling approaches using the Platrock simulation platform , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10619, https://doi.org/10.5194/egusphere-egu21-10619, 2021.
Block propagation models are routinely used for the quantitative assessment of rockfall hazard. In these models, one of the major difficulties is the development of physically consistent and field applicable approaches to model the interaction between the block and the natural terrain. For most of propagation models, a thorough calibration of the input parameters is not available over the wide range of configurations encountered in practice. Consequently, the parameters choice is strongly depending on expert knowledge. In addition, most of models exhibit substantial sensitivity to some parameters, i.e. small changes of these parameters entail large differences in the simulation results.
The trajectory analysis platform Platrock, freely available upon request (contact: franck.bourrier@inrae.fr), allows performing 2D and 3D simulations using both material point rebound models and models, based on non-smooth mechanics, that explicitly account for block shape. This platform provides several simulation tools for detailed analyses of block propagation on study sites.
The possibilities of the predictive capabilities of different block propagation modelling approaches integrated into the Platrock platform have been assessed on a well-documented study site, where a benchmark of propagation models has been done in the context of C2ROP research project. This analysis emphasized the capacities of trajectory analyses to traduce block propagation but also demonstrated their substantial sensitivity to model parameters. The results from these simulations cannot be relevantly interpreted if they are not accompanied with calibration proofs, sensitivity analysis, and detailed interpretation of the results from the expert in charge of the study.
How to cite: Acary, V., Bourrier, F., Toe, D., and Kneib, F.: Comparing different block propagation modelling approaches using the Platrock simulation platform , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10619, https://doi.org/10.5194/egusphere-egu21-10619, 2021.
EGU21-8442 | vPICO presentations | NH3.3
Beyond ultra-high pressure metamorphism: evidence for extremely high pressure conditions during frictional fusion in gigantic landslides using micro-Raman spectroscopy of quartz: the Tsergo Ri (Langtang Himal, Nepal) rockslidePeter Tropper, Kurt Krenn, and Diethard Sanders
The Tsergo Ri rockslide represents one of the world's biggest rockslides in crystalline rocks (original volume: 1010 m3). The mass movement comprises migmatites, leucogranites, orthogneisses and paragneisses (Weidinger et al. 2014). During mass-wasting, frictionites and microbreccias formed at the base of the rockslide. The frictionite is mainly composed of a glassy matrix containing biotite, quartz, and abundant plagioclase and K-feldspar. Biotite locally shows a transformation to spinel + glass in highly glassy microdomains. Fe-rich layers in the glass indicate melting of biotite-rich layers of the protolith biotite-bearing orthogneiss. Locally, quartz grains are rimmed by a thin layer of SiO2 glass (lechatelierite).
Investigations by McMillan et al. (1991) and Kowitz et al. (2013) have shown that shocked quartz shows a shift in the main A1 Raman mode down to lower wavenumbers with increasing pressures. Tropper et al. (2017) and Sanders et al. (2020) found that quartz from the frictionites in the Köfels landslide (Austria) shows a significant shift of up to 4 cm-1 in the main A1 Raman mode. Therefore micro-Raman spectroscopy was applied to quartz crystals with and without lechatelierite rims in the Tsergo Ri frictionites. Raman maps of quartz grain areas were prepared using a HORIBA Jobin Yvon LabRam HR800 micro-spectrometer equipped with a 30 mW He-Ne laser (633 nm emission).
Micro-Raman spectroscopy of 'normal' quartz yielded an intense A1 Raman mode at 464 cm-1, whereas quartz without lechatelierite rims shows a shift of this band down to 461.5 cm-1. The highest shifts down to 460.5 cm-1 were observed in quartz grains rimmed by lechatelierite. It is also noteworthy that these grains show an internal gradient of Raman shift of up to 3 cm-1 from the core (463.5 cm-1) to the rim (460.5 cm-1) to just below the lechatelierite rims. This is an important observation since lechatelierite formation in frictionites from rockslides was considered so far to be a function of temperature only. Because lechatelierite only rims quartz with strongly shifted A1 band numbers, we interpret lechatelierite formation to be driven by both temperature and pressure, at least under frictionite conditions. The completely molten granitic matrix and the breakdown of biotite to spinel + melt indicates minimum temperatures of 900-1000°C. Sanders et al. (2020) showed that the shifted A1 mode of quartz is stable only below 1100°C, thus giving an upper limit of the temperature range. The observed Raman shift of the A1 mode and the presence of lechatelierite strongly suggest that a pressure of possibly >24-26 GPa was attained (cf. McMillan et al. 1991, Kowitz et al. 2013). The data from Köfels and Tsergo Ri provide the first quantitative estimates of peak pressures during frictionite formation, and show that UHP-modified quartz associated with lechatelierite is common in landslides of silica-rich rocks.
References:
Kowitz et al. 2013: Earth and Planetary Science Letters, 384:17
McMillan et al. 1992: Physics and Chemistry of Minerals, 19:71
Sanders et al. 2020: EGU2020-4831
Tropper et al. 2017: Mitteilungen der Österreichischen Mineralogischen Gesellschaft, 163: 89
Weidinger et al. 2014: Earth and Planetary Science Letters, 389:62
How to cite: Tropper, P., Krenn, K., and Sanders, D.: Beyond ultra-high pressure metamorphism: evidence for extremely high pressure conditions during frictional fusion in gigantic landslides using micro-Raman spectroscopy of quartz: the Tsergo Ri (Langtang Himal, Nepal) rockslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8442, https://doi.org/10.5194/egusphere-egu21-8442, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Tsergo Ri rockslide represents one of the world's biggest rockslides in crystalline rocks (original volume: 1010 m3). The mass movement comprises migmatites, leucogranites, orthogneisses and paragneisses (Weidinger et al. 2014). During mass-wasting, frictionites and microbreccias formed at the base of the rockslide. The frictionite is mainly composed of a glassy matrix containing biotite, quartz, and abundant plagioclase and K-feldspar. Biotite locally shows a transformation to spinel + glass in highly glassy microdomains. Fe-rich layers in the glass indicate melting of biotite-rich layers of the protolith biotite-bearing orthogneiss. Locally, quartz grains are rimmed by a thin layer of SiO2 glass (lechatelierite).
Investigations by McMillan et al. (1991) and Kowitz et al. (2013) have shown that shocked quartz shows a shift in the main A1 Raman mode down to lower wavenumbers with increasing pressures. Tropper et al. (2017) and Sanders et al. (2020) found that quartz from the frictionites in the Köfels landslide (Austria) shows a significant shift of up to 4 cm-1 in the main A1 Raman mode. Therefore micro-Raman spectroscopy was applied to quartz crystals with and without lechatelierite rims in the Tsergo Ri frictionites. Raman maps of quartz grain areas were prepared using a HORIBA Jobin Yvon LabRam HR800 micro-spectrometer equipped with a 30 mW He-Ne laser (633 nm emission).
Micro-Raman spectroscopy of 'normal' quartz yielded an intense A1 Raman mode at 464 cm-1, whereas quartz without lechatelierite rims shows a shift of this band down to 461.5 cm-1. The highest shifts down to 460.5 cm-1 were observed in quartz grains rimmed by lechatelierite. It is also noteworthy that these grains show an internal gradient of Raman shift of up to 3 cm-1 from the core (463.5 cm-1) to the rim (460.5 cm-1) to just below the lechatelierite rims. This is an important observation since lechatelierite formation in frictionites from rockslides was considered so far to be a function of temperature only. Because lechatelierite only rims quartz with strongly shifted A1 band numbers, we interpret lechatelierite formation to be driven by both temperature and pressure, at least under frictionite conditions. The completely molten granitic matrix and the breakdown of biotite to spinel + melt indicates minimum temperatures of 900-1000°C. Sanders et al. (2020) showed that the shifted A1 mode of quartz is stable only below 1100°C, thus giving an upper limit of the temperature range. The observed Raman shift of the A1 mode and the presence of lechatelierite strongly suggest that a pressure of possibly >24-26 GPa was attained (cf. McMillan et al. 1991, Kowitz et al. 2013). The data from Köfels and Tsergo Ri provide the first quantitative estimates of peak pressures during frictionite formation, and show that UHP-modified quartz associated with lechatelierite is common in landslides of silica-rich rocks.
References:
Kowitz et al. 2013: Earth and Planetary Science Letters, 384:17
McMillan et al. 1992: Physics and Chemistry of Minerals, 19:71
Sanders et al. 2020: EGU2020-4831
Tropper et al. 2017: Mitteilungen der Österreichischen Mineralogischen Gesellschaft, 163: 89
Weidinger et al. 2014: Earth and Planetary Science Letters, 389:62
How to cite: Tropper, P., Krenn, K., and Sanders, D.: Beyond ultra-high pressure metamorphism: evidence for extremely high pressure conditions during frictional fusion in gigantic landslides using micro-Raman spectroscopy of quartz: the Tsergo Ri (Langtang Himal, Nepal) rockslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8442, https://doi.org/10.5194/egusphere-egu21-8442, 2021.
EGU21-4759 | vPICO presentations | NH3.3
Advanced rockfall modelling for risk mitigation: tree impact and fragmentationCamilla Lanfranconi, Paolo Frattini, Giovanni Battista Crosta, Gianluca Sala, Davide Bertolo, Marco Paganone, Michel Stra, and Patrick Thuegaz
Despite their centrality to rockfall risk management, two issues are frequently overlooked: the role of forests in rockfall dynamic and the fragmentation phenomenon. To investigate the importance of these issues we have developed advanced modelling case studies in two representative sites that have been recently affected by rockfall events in the Aosta Valley Region (Western Italian Alps). In the Saint Oyen case study, about 17,500 m3 of rock detached in March 2019 and reached a service road and the sport center in the lower part of the slope, passing through a mature fir forest. The presence of the forest has significantly influenced the rocks distribution along the slope, increasing the lateral dispersion of trajectories and reducing the mobility. For the design of defensive works, 3D rockfall models of three future potential risk scenarios were therefore performed by using the tree-impact algorithm of the code HY-STONE (Frattini et al., 2012). This algorithm provides the location of impacts on trees, the absorbed energy, and the deviation angle. The input parameters (i.e., the value of diameter at breast height and the forest density) were based on direct measurements of the fir forest. Compared with a traditional simulation without the protective role of forests, the results of 3D numerical modelling with tree-impact algorithm show a decrease in the number of blocks impacting the barriers (91%), no variations in the bouncing heights (for 95th percentile), and an increase in the kinetic energies due to a filter effect by the forest (85% for 95th percentile). In the Roisan case study, about 1,050 m3 of rock toppled in October 2019. While the main body of the rockfall stopped in a relatively flat area close to the failure, two blocks were exceptionally able to reach the foot of the slope causing the interruption of a municipal road. An attempt to back-calibrate this event with HY-STONE showed difficulties to describe the behaviour of these isolated blocks with respects to the main landslide body. A possible explanation for this behaviour is that the detached volume fragmented soon after impacting the slope, giving rise to flying fragments with higher mobility. To test this hypothesis we accounted for fragmentation through a specific algorithm of HY-STONE that fragments the falling blocks when their energy overcomes a certain threshold and simulate the behaviour of the resulting fragments. This approach allowed to accurately replicate the rockfall event. We therefore adopted this approach for defensive-works design, simulating all the unstable volumes overhanging the municipal road. Compared with a traditional simulation, the results of 3D numerical modelling with fragmentation algorithm show an increase in the number of blocks impacting the barriers (86%) and in the bouncing heights (96% for 95th percentile), with a decrease of the kinetic energy due to comminution (39% for 95th percentile). These two case studies demonstrate the importance of accounting for the forest or for fragmentation in the design of cost-effective defensive works.
Frattini P, Crosta GB, Agliardi F (2012) Rockfall characterization and modeling. Landslides: types, mechanisms and modelling 22:267-281
How to cite: Lanfranconi, C., Frattini, P., Crosta, G. B., Sala, G., Bertolo, D., Paganone, M., Stra, M., and Thuegaz, P.: Advanced rockfall modelling for risk mitigation: tree impact and fragmentation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4759, https://doi.org/10.5194/egusphere-egu21-4759, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Despite their centrality to rockfall risk management, two issues are frequently overlooked: the role of forests in rockfall dynamic and the fragmentation phenomenon. To investigate the importance of these issues we have developed advanced modelling case studies in two representative sites that have been recently affected by rockfall events in the Aosta Valley Region (Western Italian Alps). In the Saint Oyen case study, about 17,500 m3 of rock detached in March 2019 and reached a service road and the sport center in the lower part of the slope, passing through a mature fir forest. The presence of the forest has significantly influenced the rocks distribution along the slope, increasing the lateral dispersion of trajectories and reducing the mobility. For the design of defensive works, 3D rockfall models of three future potential risk scenarios were therefore performed by using the tree-impact algorithm of the code HY-STONE (Frattini et al., 2012). This algorithm provides the location of impacts on trees, the absorbed energy, and the deviation angle. The input parameters (i.e., the value of diameter at breast height and the forest density) were based on direct measurements of the fir forest. Compared with a traditional simulation without the protective role of forests, the results of 3D numerical modelling with tree-impact algorithm show a decrease in the number of blocks impacting the barriers (91%), no variations in the bouncing heights (for 95th percentile), and an increase in the kinetic energies due to a filter effect by the forest (85% for 95th percentile). In the Roisan case study, about 1,050 m3 of rock toppled in October 2019. While the main body of the rockfall stopped in a relatively flat area close to the failure, two blocks were exceptionally able to reach the foot of the slope causing the interruption of a municipal road. An attempt to back-calibrate this event with HY-STONE showed difficulties to describe the behaviour of these isolated blocks with respects to the main landslide body. A possible explanation for this behaviour is that the detached volume fragmented soon after impacting the slope, giving rise to flying fragments with higher mobility. To test this hypothesis we accounted for fragmentation through a specific algorithm of HY-STONE that fragments the falling blocks when their energy overcomes a certain threshold and simulate the behaviour of the resulting fragments. This approach allowed to accurately replicate the rockfall event. We therefore adopted this approach for defensive-works design, simulating all the unstable volumes overhanging the municipal road. Compared with a traditional simulation, the results of 3D numerical modelling with fragmentation algorithm show an increase in the number of blocks impacting the barriers (86%) and in the bouncing heights (96% for 95th percentile), with a decrease of the kinetic energy due to comminution (39% for 95th percentile). These two case studies demonstrate the importance of accounting for the forest or for fragmentation in the design of cost-effective defensive works.
Frattini P, Crosta GB, Agliardi F (2012) Rockfall characterization and modeling. Landslides: types, mechanisms and modelling 22:267-281
How to cite: Lanfranconi, C., Frattini, P., Crosta, G. B., Sala, G., Bertolo, D., Paganone, M., Stra, M., and Thuegaz, P.: Advanced rockfall modelling for risk mitigation: tree impact and fragmentation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4759, https://doi.org/10.5194/egusphere-egu21-4759, 2021.
EGU21-2431 | vPICO presentations | NH3.3
A Numerical Study of Rockslide-Structure Interactions in a Dip Slope Disaster by 3D Discrete Element ModelingChung-Hsun Lee, Cheng-Han Lin, and Ming-Lang Lin
The past decade has witnessed increasing case studies on the application of 3D discrete element modeling to assess potential rockslide disasters. The assessment is usually based only on the influence area related to kinematic process and final deposition by the simulation. Currently, the hazard of the rockslide-structure interaction is not well defined, and only a few studies have quantality this behavior with a parametric analysis. A dip slope disaster case history on 18 August 1997 in Taiwan was simulated in this study using discrete element method (DEM). The landslide intensely damaged a five-floor building complex of the Lincoln community and caused 28 death. This study first gathered historical aerial images, geology maps of 1:50,000 scale, post-disaster investigation reports, and in-situ photos to clarify the geological and geometry conditions of the dip slope and its spatial relationship to the Lincoln community. Most importantly, a 3D geomechanical model was developed for the numerical study. With the advantage of DEM analysis on large deformation problems, the entire impact process of the dip slope failure was simulated, starting from rock mass sliding to collision and breaking during movement, impacting on the structural buildings and progressive failure of the structures. The simulated results agree well with the field observation after the incident in 1997. The parametric results show that the configuration of the geological discontinuity dominates the magnitude of the potential sliding block, and the rockslide-structure interactions are affected by the relative location between rock slope and buildings and the strengths of rock mass and structure elements. Overall, the 3D DEM-based simulation provides qualitative information on the impact process of the rockslide and the damage states of the building complex. This validated numerical approach can be a valuable tool for assessing the building vulnerability to rockslide with scenario study.
How to cite: Lee, C.-H., Lin, C.-H., and Lin, M.-L.: A Numerical Study of Rockslide-Structure Interactions in a Dip Slope Disaster by 3D Discrete Element Modeling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2431, https://doi.org/10.5194/egusphere-egu21-2431, 2021.
The past decade has witnessed increasing case studies on the application of 3D discrete element modeling to assess potential rockslide disasters. The assessment is usually based only on the influence area related to kinematic process and final deposition by the simulation. Currently, the hazard of the rockslide-structure interaction is not well defined, and only a few studies have quantality this behavior with a parametric analysis. A dip slope disaster case history on 18 August 1997 in Taiwan was simulated in this study using discrete element method (DEM). The landslide intensely damaged a five-floor building complex of the Lincoln community and caused 28 death. This study first gathered historical aerial images, geology maps of 1:50,000 scale, post-disaster investigation reports, and in-situ photos to clarify the geological and geometry conditions of the dip slope and its spatial relationship to the Lincoln community. Most importantly, a 3D geomechanical model was developed for the numerical study. With the advantage of DEM analysis on large deformation problems, the entire impact process of the dip slope failure was simulated, starting from rock mass sliding to collision and breaking during movement, impacting on the structural buildings and progressive failure of the structures. The simulated results agree well with the field observation after the incident in 1997. The parametric results show that the configuration of the geological discontinuity dominates the magnitude of the potential sliding block, and the rockslide-structure interactions are affected by the relative location between rock slope and buildings and the strengths of rock mass and structure elements. Overall, the 3D DEM-based simulation provides qualitative information on the impact process of the rockslide and the damage states of the building complex. This validated numerical approach can be a valuable tool for assessing the building vulnerability to rockslide with scenario study.
How to cite: Lee, C.-H., Lin, C.-H., and Lin, M.-L.: A Numerical Study of Rockslide-Structure Interactions in a Dip Slope Disaster by 3D Discrete Element Modeling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2431, https://doi.org/10.5194/egusphere-egu21-2431, 2021.
EGU21-15575 | vPICO presentations | NH3.3 | Highlight
Challenges in rockfall modelling for roadway managementJames Glover and Christoph Nänni
Rockfall modelling draws on the experience of researchers, geologists, engineers and authorities to provide protection solutions for rockfall hazards. Decision making when dealing with rockfalls is aided with sophisticated rockfall models. While there are a number of modelling tools available. The ability to make informed decisions on appropriate protection measures is dependent on the user, available data, scenario setting and post processing of simulation results. Despite the advances in the capabilities of rockfall models, there is often disparity between the state of the art in research and rockfall management in practice. With the use of a series of case studies along roadways in Switzerland, we explore some of the issues and challenges in modelling rockfalls. From defining initial conditions for rockfall simulations, the use of simplified empirical methods and advanced modelling techniques and the need for probabilistic data for design decisions, we provide insights into the application of rockfall modelling in practice.
How to cite: Glover, J. and Nänni, C.: Challenges in rockfall modelling for roadway management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15575, https://doi.org/10.5194/egusphere-egu21-15575, 2021.
Rockfall modelling draws on the experience of researchers, geologists, engineers and authorities to provide protection solutions for rockfall hazards. Decision making when dealing with rockfalls is aided with sophisticated rockfall models. While there are a number of modelling tools available. The ability to make informed decisions on appropriate protection measures is dependent on the user, available data, scenario setting and post processing of simulation results. Despite the advances in the capabilities of rockfall models, there is often disparity between the state of the art in research and rockfall management in practice. With the use of a series of case studies along roadways in Switzerland, we explore some of the issues and challenges in modelling rockfalls. From defining initial conditions for rockfall simulations, the use of simplified empirical methods and advanced modelling techniques and the need for probabilistic data for design decisions, we provide insights into the application of rockfall modelling in practice.
How to cite: Glover, J. and Nänni, C.: Challenges in rockfall modelling for roadway management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15575, https://doi.org/10.5194/egusphere-egu21-15575, 2021.
EGU21-3179 | vPICO presentations | NH3.3
Teaching the basics of anti-virus safety in the course "Life Safety"Nikolai Voronov and Valentin Sapunov
The course "Life Safety" was introduced in higher educational institutions of Russia in the 1990s. It combined information from sanitary medicine, criminology and was aimed at developing self-safety in students. The realities of 2020 required the creation of an anti-virus safety section within the course. The teaching of this problem had experienced in some Russian institutions and universities. This topic is taught to students both through personal contact with the lecturer and on-line. The branch of course is based on the following sections of modern science and practice: 1. Virology, 2. Global ecology, 3. Sanitation and preventive medicine. Teaching contributes to the formation of an objective view of the dangers of viruses in young people, without diminishing or exaggerating the real dangers of infectious diseases. Much attention is paid to the following sections of modern science: 1. The theory of the biosphere by Vladimir Vernadsky, 2. The doctrine of genetic instability and "horizontal transmission", providing informational unity of the biosphere, supported by viruses (Nobel Prize for Barbara McClintoch, 1983). Teaching is combined with practical exercises on the use of personal protective equipment against viral infections. The idea is brought to the students that viruses are a necessary component of the biosphere. They cannot be suffocated and it is impossible to be completely isolated from them. Teaching this course will contribute to improving the health indicators of the population. At the sessions of the European Geosciences Union, it is planned to hold a presentation of programs and teaching textbooks for this course.
How to cite: Voronov, N. and Sapunov, V.: Teaching the basics of anti-virus safety in the course "Life Safety", EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3179, https://doi.org/10.5194/egusphere-egu21-3179, 2021.
The course "Life Safety" was introduced in higher educational institutions of Russia in the 1990s. It combined information from sanitary medicine, criminology and was aimed at developing self-safety in students. The realities of 2020 required the creation of an anti-virus safety section within the course. The teaching of this problem had experienced in some Russian institutions and universities. This topic is taught to students both through personal contact with the lecturer and on-line. The branch of course is based on the following sections of modern science and practice: 1. Virology, 2. Global ecology, 3. Sanitation and preventive medicine. Teaching contributes to the formation of an objective view of the dangers of viruses in young people, without diminishing or exaggerating the real dangers of infectious diseases. Much attention is paid to the following sections of modern science: 1. The theory of the biosphere by Vladimir Vernadsky, 2. The doctrine of genetic instability and "horizontal transmission", providing informational unity of the biosphere, supported by viruses (Nobel Prize for Barbara McClintoch, 1983). Teaching is combined with practical exercises on the use of personal protective equipment against viral infections. The idea is brought to the students that viruses are a necessary component of the biosphere. They cannot be suffocated and it is impossible to be completely isolated from them. Teaching this course will contribute to improving the health indicators of the population. At the sessions of the European Geosciences Union, it is planned to hold a presentation of programs and teaching textbooks for this course.
How to cite: Voronov, N. and Sapunov, V.: Teaching the basics of anti-virus safety in the course "Life Safety", EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3179, https://doi.org/10.5194/egusphere-egu21-3179, 2021.
NH3.5 – Landslide monitoring: recent technologies and new perspectives
EGU21-8536 | vPICO presentations | NH3.5 | Highlight
Landslides monitoring techniques review in the Geological Surveys of EuropeMateja Jemec Auflič, Gerardo Herrera, Rosa María Mateos, Eleftheria Poyiadji, Lídia Quental, Bernardie Severine, Tina Peternel, Laszlo Podolszki, Carla Iadanza, Arben Kociu, Bartłomiej Warmuz, Jan Jelének, Kleopas Hadjicharalambous, Gustaf Peterson Becher, Claire Dashwood, Pavel Liščák, Vytautas Minkevičius, Saša Todorović, and Jens Jørgen Møller
Landsliding is the downslope movement of surface material under the force of gravity, initiated when gravitational and other types of shear stresses within the slope exceed the shear strength of the material that forms the slope. Often, landslides pose a physical and environmental threat to communities living in landslide-prone areas. While much landslide research focuses on monitoring techniques to define the background of the landslide (extent, volume, velocity, magnitude) one of the main goals of the Geological Surveys (GS) are to support and understand the regional and local geology to identify areas susceptible to landslides. With this perspective, a questionnaire on landslides monitoring techniques was distributed among GS of Europe to define which techniques are most widly used at GS and to distinguish those that can be considered as powerful tool for landslide mapping, monitoring, hazard analysis, and early warning, according to the type of geological settings. The initial results of the questionnaire showed that the most commonly used monitoring techniques are geotehnical and mapping, followed by remote sensing and hydrological techniques. Among the 849,543 landslide records evidenced by the Geological Surveys of Europe in the paper of Herrera et al. (2017), we found only 47 landslides that have been monitored. However, only landslides that directly threatning the population and infrastructure or landslides with a volume greater than 10,000 m3 have been monitored. Compared to other research (Hague et al., 2016; Froude and Petley, 2018) the questionnaire showed that the fundamental basis for any geologically-related study is geological field mapping. The results of this traditional method are commonly compiled and interpreted together with boreholes, other advanced geodetic (UAV photogrammetry, TLS, GNSS, GBInSAR), and geophysical techniques (electrical resistivity, seismic refraction, GPR). One of the critical survey findings shows on starting landslide monitoring after the failure, only 3% of observed landslides have been monitored before the occurrence. Considering these results, we evaluate the landslide-monitoring techniques and reveal different monitoring strategies between the GS of Europe.
Froude, M.J. and Petley, D. (2018) Global fatal landslide occurrence from 2004 to 2016. Natural Hazards and Earth System Sciences, 18. pp. 2161-2181
Haque U, Blum P, da Silva PF, Andersen P, Pilz J, Chalov SR, Malet J-P, Auflič MJ, Andres N, Poyiadji E, Lamas PC, Zhang W, Peshevski I, Pétursson HG, Kurt T, Dobrev N, García-Davalillo JC, Halkia M, Ferri S, Gaprindashvili G, Engström J, Keellings D (2016) Fatal landslides in Europe. Landslides 13:1–10
Herrera, G., Mateos, R. M., García-Davalillo, J. C., Grandjean, G., Poyiadji, E., Maftei, R., Filipciuc, T.C., Jemec Auflič, M., Jež, J., Podolszki, L., Trigila, A., Iadanza, C., Raetzo, H., Kociu, A., Przyłucka, M., 446 Kułak, M., Sheehy, M., Pellicer, X. M., McKeown, C., Ryan, G., Kopačková, V., Frei, M., Kuhn, D., 447 Hermanns, R. L., Koulermou, N., Smith, C. A., Engdahl, M., Buxó, P., Gonzalez, M., Dashwood, C., 448 Reeves, H., Cigna, F., Liščák, P., Pauditš, P., Mikulėnas, V., Demir, V., Raha, M., Quental, L., Sandić, C., and Jensen, O. A. (2018) Landslide databases in the Geological Surveys of Europe, Landslides, 15, 450: 359-379.
How to cite: Jemec Auflič, M., Herrera, G., María Mateos, R., Poyiadji, E., Quental, L., Severine, B., Peternel, T., Podolszki, L., Iadanza, C., Kociu, A., Warmuz, B., Jelének, J., Hadjicharalambous, K., Peterson Becher, G., Dashwood, C., Liščák, P., Minkevičius, V., Todorović, S., and Jørgen Møller, J.: Landslides monitoring techniques review in the Geological Surveys of Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8536, https://doi.org/10.5194/egusphere-egu21-8536, 2021.
Landsliding is the downslope movement of surface material under the force of gravity, initiated when gravitational and other types of shear stresses within the slope exceed the shear strength of the material that forms the slope. Often, landslides pose a physical and environmental threat to communities living in landslide-prone areas. While much landslide research focuses on monitoring techniques to define the background of the landslide (extent, volume, velocity, magnitude) one of the main goals of the Geological Surveys (GS) are to support and understand the regional and local geology to identify areas susceptible to landslides. With this perspective, a questionnaire on landslides monitoring techniques was distributed among GS of Europe to define which techniques are most widly used at GS and to distinguish those that can be considered as powerful tool for landslide mapping, monitoring, hazard analysis, and early warning, according to the type of geological settings. The initial results of the questionnaire showed that the most commonly used monitoring techniques are geotehnical and mapping, followed by remote sensing and hydrological techniques. Among the 849,543 landslide records evidenced by the Geological Surveys of Europe in the paper of Herrera et al. (2017), we found only 47 landslides that have been monitored. However, only landslides that directly threatning the population and infrastructure or landslides with a volume greater than 10,000 m3 have been monitored. Compared to other research (Hague et al., 2016; Froude and Petley, 2018) the questionnaire showed that the fundamental basis for any geologically-related study is geological field mapping. The results of this traditional method are commonly compiled and interpreted together with boreholes, other advanced geodetic (UAV photogrammetry, TLS, GNSS, GBInSAR), and geophysical techniques (electrical resistivity, seismic refraction, GPR). One of the critical survey findings shows on starting landslide monitoring after the failure, only 3% of observed landslides have been monitored before the occurrence. Considering these results, we evaluate the landslide-monitoring techniques and reveal different monitoring strategies between the GS of Europe.
Froude, M.J. and Petley, D. (2018) Global fatal landslide occurrence from 2004 to 2016. Natural Hazards and Earth System Sciences, 18. pp. 2161-2181
Haque U, Blum P, da Silva PF, Andersen P, Pilz J, Chalov SR, Malet J-P, Auflič MJ, Andres N, Poyiadji E, Lamas PC, Zhang W, Peshevski I, Pétursson HG, Kurt T, Dobrev N, García-Davalillo JC, Halkia M, Ferri S, Gaprindashvili G, Engström J, Keellings D (2016) Fatal landslides in Europe. Landslides 13:1–10
Herrera, G., Mateos, R. M., García-Davalillo, J. C., Grandjean, G., Poyiadji, E., Maftei, R., Filipciuc, T.C., Jemec Auflič, M., Jež, J., Podolszki, L., Trigila, A., Iadanza, C., Raetzo, H., Kociu, A., Przyłucka, M., 446 Kułak, M., Sheehy, M., Pellicer, X. M., McKeown, C., Ryan, G., Kopačková, V., Frei, M., Kuhn, D., 447 Hermanns, R. L., Koulermou, N., Smith, C. A., Engdahl, M., Buxó, P., Gonzalez, M., Dashwood, C., 448 Reeves, H., Cigna, F., Liščák, P., Pauditš, P., Mikulėnas, V., Demir, V., Raha, M., Quental, L., Sandić, C., and Jensen, O. A. (2018) Landslide databases in the Geological Surveys of Europe, Landslides, 15, 450: 359-379.
How to cite: Jemec Auflič, M., Herrera, G., María Mateos, R., Poyiadji, E., Quental, L., Severine, B., Peternel, T., Podolszki, L., Iadanza, C., Kociu, A., Warmuz, B., Jelének, J., Hadjicharalambous, K., Peterson Becher, G., Dashwood, C., Liščák, P., Minkevičius, V., Todorović, S., and Jørgen Møller, J.: Landslides monitoring techniques review in the Geological Surveys of Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8536, https://doi.org/10.5194/egusphere-egu21-8536, 2021.
EGU21-6933 | vPICO presentations | NH3.5
Anthropogenic causes of landslides and their implications for monitoringKaushik Ramanathan and Nirmala Vasudevan
Are we justified in referring to all landslides as natural hazards? With the effects of climate change, landslide incidences are increasing all over the world, and many of them accompany floods and occur due to extreme weather events. It has been unequivocally established that humans are responsible for global climate change. Further, landslides also occur in deforested areas. Even if one were to discount the effects of deforestation on climate change and the subsequent occurrence of landslides, one cannot ignore the fact that deforestation leads to slope instabilities in multiple ways. It decreases the effective retaining strength of the slope materials and also exposes more slope material to weathering and consequent leaching. Thus, deforestation and climate change, caused directly or indirectly by human beings, have a significant bearing on landslide occurrence. Furthermore, several catastrophic landslides in recent times have occurred due to indiscriminate human activity, such as constructing dams and other structures on fragile slopes, blasting slopes for road construction without providing adequate toe support, excessive mining, constructing faulty retaining structures on unstable slope material, etc. Over the years, such human activity has resulted in landslides of all types and at various scales. Whether a landslide is natural, caused due to anthropogenic factors, or a combination of the two, the investigation approach and monitored parameters remain the same; we still need to identify the various causative factors and quantify their rates of change over time in the run up to the landslide event. However, we need a paradigm shift in our perspective and treatment of landslides. We need to accept that human activity is, or can be, responsible for landslide occurrence. With this change in perspective, we would monitor slopes with an increased awareness that human actions could negatively impact slope stability. This, in turn, would entail monitoring at every stage to ensure that no human activity adversely impacts the natural balance, thus paving the way for truly sustainable development. We would be doing great disservice to the investigation and monitoring of landslides by such preconceived notions as all landslides are natural hazards. It is high time that we accept our part in compounding the problem of landslide occurrences and come up with solutions to monitor the impact of human activity on the environment to prevent landslides.
How to cite: Ramanathan, K. and Vasudevan, N.: Anthropogenic causes of landslides and their implications for monitoring, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6933, https://doi.org/10.5194/egusphere-egu21-6933, 2021.
Are we justified in referring to all landslides as natural hazards? With the effects of climate change, landslide incidences are increasing all over the world, and many of them accompany floods and occur due to extreme weather events. It has been unequivocally established that humans are responsible for global climate change. Further, landslides also occur in deforested areas. Even if one were to discount the effects of deforestation on climate change and the subsequent occurrence of landslides, one cannot ignore the fact that deforestation leads to slope instabilities in multiple ways. It decreases the effective retaining strength of the slope materials and also exposes more slope material to weathering and consequent leaching. Thus, deforestation and climate change, caused directly or indirectly by human beings, have a significant bearing on landslide occurrence. Furthermore, several catastrophic landslides in recent times have occurred due to indiscriminate human activity, such as constructing dams and other structures on fragile slopes, blasting slopes for road construction without providing adequate toe support, excessive mining, constructing faulty retaining structures on unstable slope material, etc. Over the years, such human activity has resulted in landslides of all types and at various scales. Whether a landslide is natural, caused due to anthropogenic factors, or a combination of the two, the investigation approach and monitored parameters remain the same; we still need to identify the various causative factors and quantify their rates of change over time in the run up to the landslide event. However, we need a paradigm shift in our perspective and treatment of landslides. We need to accept that human activity is, or can be, responsible for landslide occurrence. With this change in perspective, we would monitor slopes with an increased awareness that human actions could negatively impact slope stability. This, in turn, would entail monitoring at every stage to ensure that no human activity adversely impacts the natural balance, thus paving the way for truly sustainable development. We would be doing great disservice to the investigation and monitoring of landslides by such preconceived notions as all landslides are natural hazards. It is high time that we accept our part in compounding the problem of landslide occurrences and come up with solutions to monitor the impact of human activity on the environment to prevent landslides.
How to cite: Ramanathan, K. and Vasudevan, N.: Anthropogenic causes of landslides and their implications for monitoring, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6933, https://doi.org/10.5194/egusphere-egu21-6933, 2021.
EGU21-462 | vPICO presentations | NH3.5
Deformation monitoring of typical loess landslide case studies through combining InSAR and UAVQingkai Meng, Federico Raspini, Pierluigi Confuorto, Ying Peng, and Haocheng Liu
InSAR is an advanced earth observation (EO) technique for retrieving past, subtle (millimetre-level) and continuous surface movements over a long period, which has been widely applied in landslide deformation monitoring and detecting precursory signals of deformation. However, limited by the maximum detected deformation gradient from two consecutive scenarios, singular InSAR has hampered the recognition application for high-speed slides or earth flows, leading to a misleading understanding of slope evolution. Being a high-resolution photogrammetry technology, UAV represents a suitable tool to detect meter-level displacement rates and estimate ground detachment. Thus, InSAR and UAV's synergic analysis can detect the kinematic variation of geographical and geomorphological features, corresponding surface displacements to cross-validation. In the present work, two representative cases illustrated how the combination of InSAR and UAV could be applied in loess landslide deformation monitoring. One case, located in Hongheyan, Gansu Province, China, was selected to reconstruct landslide morphology, identify deformation evolution behaviour and produce dynamic deformation zonation maps using 85 Sentinel-1A SAR images and three UAV fight surveys from pre-sliding to post-sliding. The integrated deformation results illustrate the slide of theHongheyan slope was triggered by heavy rainfall, became suspended owing to the topography effect after the occurrence, and reactivated recently. Another case, located in Qinghai-Gansu province, calculated two-dimensional displacements (vertical-horizontal) by decomposing the ascending and descending Sentinel-1 images to reclassify the regional slope failure type into the translational slide, rotational slide and loess flow based on deformation characteristic. Overall, multi-source information fusion is a new approach for landslide monitoring from regional-scale failure classification to specific-scale slope deformation evolution, giving the comprehensive understanding for local government or Civil Protection to take sufficient precautions for risk mitigation.
How to cite: Meng, Q., Raspini, F., Confuorto, P., Peng, Y., and Liu, H.: Deformation monitoring of typical loess landslide case studies through combining InSAR and UAV, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-462, https://doi.org/10.5194/egusphere-egu21-462, 2021.
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InSAR is an advanced earth observation (EO) technique for retrieving past, subtle (millimetre-level) and continuous surface movements over a long period, which has been widely applied in landslide deformation monitoring and detecting precursory signals of deformation. However, limited by the maximum detected deformation gradient from two consecutive scenarios, singular InSAR has hampered the recognition application for high-speed slides or earth flows, leading to a misleading understanding of slope evolution. Being a high-resolution photogrammetry technology, UAV represents a suitable tool to detect meter-level displacement rates and estimate ground detachment. Thus, InSAR and UAV's synergic analysis can detect the kinematic variation of geographical and geomorphological features, corresponding surface displacements to cross-validation. In the present work, two representative cases illustrated how the combination of InSAR and UAV could be applied in loess landslide deformation monitoring. One case, located in Hongheyan, Gansu Province, China, was selected to reconstruct landslide morphology, identify deformation evolution behaviour and produce dynamic deformation zonation maps using 85 Sentinel-1A SAR images and three UAV fight surveys from pre-sliding to post-sliding. The integrated deformation results illustrate the slide of theHongheyan slope was triggered by heavy rainfall, became suspended owing to the topography effect after the occurrence, and reactivated recently. Another case, located in Qinghai-Gansu province, calculated two-dimensional displacements (vertical-horizontal) by decomposing the ascending and descending Sentinel-1 images to reclassify the regional slope failure type into the translational slide, rotational slide and loess flow based on deformation characteristic. Overall, multi-source information fusion is a new approach for landslide monitoring from regional-scale failure classification to specific-scale slope deformation evolution, giving the comprehensive understanding for local government or Civil Protection to take sufficient precautions for risk mitigation.
How to cite: Meng, Q., Raspini, F., Confuorto, P., Peng, Y., and Liu, H.: Deformation monitoring of typical loess landslide case studies through combining InSAR and UAV, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-462, https://doi.org/10.5194/egusphere-egu21-462, 2021.
EGU21-9629 | vPICO presentations | NH3.5
From Sentinel-1 data processing to field survey: an operating workflow for the continuous monitoring of the Earth surface deformationsDavide Festa, Pierluigi Confuorto, Matteo Del Soldato, Silvia Bianchini, and Nicola Casagli
The launch of the Sentinel-1 constellation by the European Copernicus Program, primarily devoted to scientific community research, has allowed acquiring huge volumes of radar images with worldwide coverage and a short temporal sampling (12 days reduced to 6 days thanks to their position at 180° in the same orbit). The systematic collection of imagery and the repeated processing of each new pair of images acquired opened the unprecedent possibility of conducting a continuous monitoring of Earth surface deformations, such as subsidence and slope instabilities over different geomorphological settings. At present, Tuscany, Veneto and Valle d’Aosta regions (Italy) are benefiting from systematical Sentinel-1-based monitoring of geological and geomorphological hazards. The promising outcomes so far obtained constitute a decisive step towards near-real-time monitoring and therefore a valid support for geohazard risk management activities. Retracing the pattern set by the encouraging results from the three Italian Regions, an operating workflow chain is proposed in the framework of an operational monitoring service, from the collection of satellite images to the possibility of conducting field surveys. The procedure is based on 4 different steps: i) continuous collection of Sentinel-1 images, constant data processing through an MT-InSAR (Multi-Temporal Interferometric Synthetic Aperture Radar) technique and exploitation of a data-mining algorithm able to retain only meaningful Measurement Points (MP) in terms of abrupt change of displacement rate; ii) radar-interpretation of the filtered MP for the detection of the possible causes of the anomalies through the use of ancillary informative layers or pre-existing databases; iii) dissemination of the relevant radar-interpreted information to hydrological risk managing actors by a direct alert or periodic bulletins; iv) field investigation, preliminary risk assessment and possible remedial works design. The procedure was successfully applied gathering evidence of its usefulness in practical terms. The cases of the Bosmatto landslide (Valle d’Aosta Region) and the case of the Zeri Landslide (Tuscany Region) which belong to two alpine and apennine environments, respectively, are reported. In the first example, in response to a relevant acceleration interpreted from the MP available on the area of interest, an alert was sent to the regional officers who increased their awareness related to the risk posed by the Bosmatto Landslide. In the second example, a monitoring bulletin which is periodically delivered for the Tuscany Region pointed out the meaningfulness and persistency of anomalies identified in the Zeri municipality. This led the regional authorities to conduct a site investigation oriented to the assessment of preliminary risks. The presented results highlight the effective benefits-cost ratio, the high precision and the short amount of time required to complete the procedure representing a best practice for the early detection of ground deformation events.
How to cite: Festa, D., Confuorto, P., Del Soldato, M., Bianchini, S., and Casagli, N.: From Sentinel-1 data processing to field survey: an operating workflow for the continuous monitoring of the Earth surface deformations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9629, https://doi.org/10.5194/egusphere-egu21-9629, 2021.
The launch of the Sentinel-1 constellation by the European Copernicus Program, primarily devoted to scientific community research, has allowed acquiring huge volumes of radar images with worldwide coverage and a short temporal sampling (12 days reduced to 6 days thanks to their position at 180° in the same orbit). The systematic collection of imagery and the repeated processing of each new pair of images acquired opened the unprecedent possibility of conducting a continuous monitoring of Earth surface deformations, such as subsidence and slope instabilities over different geomorphological settings. At present, Tuscany, Veneto and Valle d’Aosta regions (Italy) are benefiting from systematical Sentinel-1-based monitoring of geological and geomorphological hazards. The promising outcomes so far obtained constitute a decisive step towards near-real-time monitoring and therefore a valid support for geohazard risk management activities. Retracing the pattern set by the encouraging results from the three Italian Regions, an operating workflow chain is proposed in the framework of an operational monitoring service, from the collection of satellite images to the possibility of conducting field surveys. The procedure is based on 4 different steps: i) continuous collection of Sentinel-1 images, constant data processing through an MT-InSAR (Multi-Temporal Interferometric Synthetic Aperture Radar) technique and exploitation of a data-mining algorithm able to retain only meaningful Measurement Points (MP) in terms of abrupt change of displacement rate; ii) radar-interpretation of the filtered MP for the detection of the possible causes of the anomalies through the use of ancillary informative layers or pre-existing databases; iii) dissemination of the relevant radar-interpreted information to hydrological risk managing actors by a direct alert or periodic bulletins; iv) field investigation, preliminary risk assessment and possible remedial works design. The procedure was successfully applied gathering evidence of its usefulness in practical terms. The cases of the Bosmatto landslide (Valle d’Aosta Region) and the case of the Zeri Landslide (Tuscany Region) which belong to two alpine and apennine environments, respectively, are reported. In the first example, in response to a relevant acceleration interpreted from the MP available on the area of interest, an alert was sent to the regional officers who increased their awareness related to the risk posed by the Bosmatto Landslide. In the second example, a monitoring bulletin which is periodically delivered for the Tuscany Region pointed out the meaningfulness and persistency of anomalies identified in the Zeri municipality. This led the regional authorities to conduct a site investigation oriented to the assessment of preliminary risks. The presented results highlight the effective benefits-cost ratio, the high precision and the short amount of time required to complete the procedure representing a best practice for the early detection of ground deformation events.
How to cite: Festa, D., Confuorto, P., Del Soldato, M., Bianchini, S., and Casagli, N.: From Sentinel-1 data processing to field survey: an operating workflow for the continuous monitoring of the Earth surface deformations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9629, https://doi.org/10.5194/egusphere-egu21-9629, 2021.
EGU21-11873 | vPICO presentations | NH3.5
Classification of landslide activity based on spaceborne interferometric SAR at the Moselle Valley, GermanyAndre C. Kalia
Landslide activity is an important information for landslide hazard assessment. However, an information gap regarding up to date landslide activity is often present. Advanced differential interferometric SAR processing techniques (A-DInSAR), e.g. Persistent Scatterer Interferometry (PSI) and Small Baseline Subset (SBAS) are able to measure surface displacements with high precision, large spatial coverage and high spatial sampling density. Although the huge amount of measurement points is clearly an improvement, the practical usage is mainly based on visual interpretation. This is time-consuming, subjective and error prone due to e.g. outliers. The motivation of this work is to increase the automatization with respect to the information extraction regarding landslide activity.
This study focuses on the spatial density of multiple PSI/SBAS results and a post-processing workflow to semi-automatically detect active landslides. The proposed detection of active landslides is based on the detection of Active Deformation Areas (ADA) and a subsequent classification of the time series. The detection of ADA consists of a filtering of the A-DInSAR data, a velocity threshold and a spatial clustering algorithm (Barra et al., 2017). The classification of the A-DInSAR time series uses a conditional sequence of statistical tests to classify the time series into a-priori defined deformation patterns (Berti et al., 2013). Field investigations and thematic data verify the plausibility of the results. Subsequently the classification results are combined to provide a layer consisting of ADA including information regarding the deformation pattern through time.
How to cite: Kalia, A. C.: Classification of landslide activity based on spaceborne interferometric SAR at the Moselle Valley, Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11873, https://doi.org/10.5194/egusphere-egu21-11873, 2021.
Landslide activity is an important information for landslide hazard assessment. However, an information gap regarding up to date landslide activity is often present. Advanced differential interferometric SAR processing techniques (A-DInSAR), e.g. Persistent Scatterer Interferometry (PSI) and Small Baseline Subset (SBAS) are able to measure surface displacements with high precision, large spatial coverage and high spatial sampling density. Although the huge amount of measurement points is clearly an improvement, the practical usage is mainly based on visual interpretation. This is time-consuming, subjective and error prone due to e.g. outliers. The motivation of this work is to increase the automatization with respect to the information extraction regarding landslide activity.
This study focuses on the spatial density of multiple PSI/SBAS results and a post-processing workflow to semi-automatically detect active landslides. The proposed detection of active landslides is based on the detection of Active Deformation Areas (ADA) and a subsequent classification of the time series. The detection of ADA consists of a filtering of the A-DInSAR data, a velocity threshold and a spatial clustering algorithm (Barra et al., 2017). The classification of the A-DInSAR time series uses a conditional sequence of statistical tests to classify the time series into a-priori defined deformation patterns (Berti et al., 2013). Field investigations and thematic data verify the plausibility of the results. Subsequently the classification results are combined to provide a layer consisting of ADA including information regarding the deformation pattern through time.
How to cite: Kalia, A. C.: Classification of landslide activity based on spaceborne interferometric SAR at the Moselle Valley, Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11873, https://doi.org/10.5194/egusphere-egu21-11873, 2021.
EGU21-12300 | vPICO presentations | NH3.5
InSAR, seismic noise, and geotechnical data to assess landslide activity and geometry: the Villa de Independencia (Cochabamba, Bolivia) case studyVeronica Pazzi, Matteo Del Soldato, Chuang Song, Chen Yu, Zhenhong Li, Abel Cruz, and Stefano Utili
Interferometric Synthetic Aperture Radar (InSAR) enables detailed investigation of surface landslide movements but lacks information about subsurface recognition/identification. It can be obtained by means of direct measurements (e.g., geotechnical data) and geophysical techniques. InSAR observations, seismic noise measurements, and geotechnical data were integrated to assess the deformation on the ground surface and to determine the depth of the failure surface of the Villa de Independencia landslide, Cochabamba (Bolivia) affecting the village. It is a compound slow-moving landslide (total area approximatively 3.8·106 m2) composed by three sub-blocks slide exhibiting diverse geometries, multiple failure surfaces, and magnitudes.
For investigating the spatiotemporal characteristics of the landslide motion, Sentinel-1 time series from October 2014 to December 2019 were analysed. A new geometric inversion method was also proposed to determine the best-fit sliding direction and inclination of the landslide. Results of the Sentinel-1 time series show two substantial accelerations in early 2018 and 2019, coinciding with an increment of precipitations in the late rainy season. It allows supposing the rainy as the most likely triggers of the identified accelerations.
The seismic noise measurements (more than one hundred spreaded over the whole landslide), analysed according to the Vertical to Horizontal Spectral Ratio technique (H/V), were calibrated and validated by means of the geotechnical data derived by three boreholes and 13 between rock and soil samples. H/V data allowed identifying the different dynamic characteristics of the three sub-blocks: movements are possibly due to the different properties of shallow and deep slip surfaces. The landslides caused damage on the edifices, probably mainly caused by the shallow slip interface (located at a mean depth of 5 m) since the foundation depth of the buildings is at most 2 m. In the town centre a deeper failure surfaces, approximatively with depth between 15 and 75 m, can be identified which may be responsible for its different direction and acceleration magnitude of sliding (inferred by InSAR) compared to the other parts of the landslides. Finally, the determination of the slip surface depths allowed to estimate the overall landslide volume assessed approximatively 9.18·107 m3.
The study shows the great potential for landslide motion characterization and mechanism investigation by combing InSAR, seismic noise and geotechnical measurements.
How to cite: Pazzi, V., Del Soldato, M., Song, C., Yu, C., Li, Z., Cruz, A., and Utili, S.: InSAR, seismic noise, and geotechnical data to assess landslide activity and geometry: the Villa de Independencia (Cochabamba, Bolivia) case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12300, https://doi.org/10.5194/egusphere-egu21-12300, 2021.
Interferometric Synthetic Aperture Radar (InSAR) enables detailed investigation of surface landslide movements but lacks information about subsurface recognition/identification. It can be obtained by means of direct measurements (e.g., geotechnical data) and geophysical techniques. InSAR observations, seismic noise measurements, and geotechnical data were integrated to assess the deformation on the ground surface and to determine the depth of the failure surface of the Villa de Independencia landslide, Cochabamba (Bolivia) affecting the village. It is a compound slow-moving landslide (total area approximatively 3.8·106 m2) composed by three sub-blocks slide exhibiting diverse geometries, multiple failure surfaces, and magnitudes.
For investigating the spatiotemporal characteristics of the landslide motion, Sentinel-1 time series from October 2014 to December 2019 were analysed. A new geometric inversion method was also proposed to determine the best-fit sliding direction and inclination of the landslide. Results of the Sentinel-1 time series show two substantial accelerations in early 2018 and 2019, coinciding with an increment of precipitations in the late rainy season. It allows supposing the rainy as the most likely triggers of the identified accelerations.
The seismic noise measurements (more than one hundred spreaded over the whole landslide), analysed according to the Vertical to Horizontal Spectral Ratio technique (H/V), were calibrated and validated by means of the geotechnical data derived by three boreholes and 13 between rock and soil samples. H/V data allowed identifying the different dynamic characteristics of the three sub-blocks: movements are possibly due to the different properties of shallow and deep slip surfaces. The landslides caused damage on the edifices, probably mainly caused by the shallow slip interface (located at a mean depth of 5 m) since the foundation depth of the buildings is at most 2 m. In the town centre a deeper failure surfaces, approximatively with depth between 15 and 75 m, can be identified which may be responsible for its different direction and acceleration magnitude of sliding (inferred by InSAR) compared to the other parts of the landslides. Finally, the determination of the slip surface depths allowed to estimate the overall landslide volume assessed approximatively 9.18·107 m3.
The study shows the great potential for landslide motion characterization and mechanism investigation by combing InSAR, seismic noise and geotechnical measurements.
How to cite: Pazzi, V., Del Soldato, M., Song, C., Yu, C., Li, Z., Cruz, A., and Utili, S.: InSAR, seismic noise, and geotechnical data to assess landslide activity and geometry: the Villa de Independencia (Cochabamba, Bolivia) case study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12300, https://doi.org/10.5194/egusphere-egu21-12300, 2021.
EGU21-14818 | vPICO presentations | NH3.5
Real-time Rockfall Detection System with Automatic Road Closure and Reopening using Doppler Radar Technology at the Ruinon Landslide, ItalySusanne Wahlen, Severin Stähly, Lino Schmid, Lorenz Meier, Tommaso Carlà, and Nicola Casagli
Transportation corridors in mountain regions are often situated at the bottom of narrow valleys. Changing slope stability conditions can put these routes at critical risk. Slope stabilization works (e.g., rock scaling, blasting) or structural protection measures (e.g., rock sheds, reinforced embankments, tunnels) are not always feasible or may not be cost-effective due to low average daily traffic or the expected event size. Route SP29 is the main connection road to Santa Catarina, a popular tourist resort in the Frodolfo River Valley, Lombardy, Italy. The Ruinon landslide is a major slope instability involving approximately 30 million m3 of rock and debris and causes repeated rockfalls that can reach as far as the road.
We present a Doppler radar system for real-time rockfall detection and immediate road closure in case of an event. The rockfall radar permanently monitors the landslide area from the opposite side of the slope with a range of more than 1 km to the upper scarp. Radar technology works reliably regardless of visibility, i.e. in rain, fog or snowfall as well as at night. After an initial calibration period in summer 2020, we activated automatic road closure and reopening in case of a rockfall event; upon detection of rockfall in a defined region of interest, the radar system automatically switches the traffic lights to red. If the rock fall event reaches a defined zone near the road or the road itself, it remains closed and requires manual reset after site inspection with webcams at the radar site and the traffic lights. If the rockfall event remains above the road, then the radar system automatically releases the road again after 90 seconds. Automatic notifications about the status are sent to authorized user via email and SMS. In addition to the deployment of the alarm system using Doppler radar, the embankment along the endangered road section was reinforced and raised. These combined measures of protection structures and alarm system aim at maximising the opening hours of the street while providing the highest possible level of protection. Between July (installation) and December 2020, 60 rockfall events caused a road closure, with the road being automatically reopened by the system in approximately 85% of cases.
How to cite: Wahlen, S., Stähly, S., Schmid, L., Meier, L., Carlà, T., and Casagli, N.: Real-time Rockfall Detection System with Automatic Road Closure and Reopening using Doppler Radar Technology at the Ruinon Landslide, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14818, https://doi.org/10.5194/egusphere-egu21-14818, 2021.
Transportation corridors in mountain regions are often situated at the bottom of narrow valleys. Changing slope stability conditions can put these routes at critical risk. Slope stabilization works (e.g., rock scaling, blasting) or structural protection measures (e.g., rock sheds, reinforced embankments, tunnels) are not always feasible or may not be cost-effective due to low average daily traffic or the expected event size. Route SP29 is the main connection road to Santa Catarina, a popular tourist resort in the Frodolfo River Valley, Lombardy, Italy. The Ruinon landslide is a major slope instability involving approximately 30 million m3 of rock and debris and causes repeated rockfalls that can reach as far as the road.
We present a Doppler radar system for real-time rockfall detection and immediate road closure in case of an event. The rockfall radar permanently monitors the landslide area from the opposite side of the slope with a range of more than 1 km to the upper scarp. Radar technology works reliably regardless of visibility, i.e. in rain, fog or snowfall as well as at night. After an initial calibration period in summer 2020, we activated automatic road closure and reopening in case of a rockfall event; upon detection of rockfall in a defined region of interest, the radar system automatically switches the traffic lights to red. If the rock fall event reaches a defined zone near the road or the road itself, it remains closed and requires manual reset after site inspection with webcams at the radar site and the traffic lights. If the rockfall event remains above the road, then the radar system automatically releases the road again after 90 seconds. Automatic notifications about the status are sent to authorized user via email and SMS. In addition to the deployment of the alarm system using Doppler radar, the embankment along the endangered road section was reinforced and raised. These combined measures of protection structures and alarm system aim at maximising the opening hours of the street while providing the highest possible level of protection. Between July (installation) and December 2020, 60 rockfall events caused a road closure, with the road being automatically reopened by the system in approximately 85% of cases.
How to cite: Wahlen, S., Stähly, S., Schmid, L., Meier, L., Carlà, T., and Casagli, N.: Real-time Rockfall Detection System with Automatic Road Closure and Reopening using Doppler Radar Technology at the Ruinon Landslide, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14818, https://doi.org/10.5194/egusphere-egu21-14818, 2021.
EGU21-7579 | vPICO presentations | NH3.5
Arduino based low-cost short-range terrestrial LiDAR ScannerCristiano Gygax, Marc-Henri Derron, and Michel Jaboyedoff
The search for low-cost equipment solutions in geomatics and other domains is a theme that is increasingly addressed by a growing number of researchers. Today, the open-source resources and the availability of cheap electronic equipment and easy to program microcontrollers to manage them (e.g. Arduino) make this type of research accessible to everyone.
The goal of this project is to assemble, program, test and evaluate a low-cost short-range terrestrial LiDAR scanner, i.e. a device that can scan a surface with a laser and represent it in 3D as a point-cloud. An initial prototype was assembled and programmed from low-cost electronics and mechanical components partly ordered and partly 3D printed, at a total cost of around USD 340. Conceptually, the operation of the device is simple: two stepper motors drive a laser sensor on two axes (horizontal and vertical), and a distance measurement for each of the motors positions is taken. These components are controlled by an Arduino Mega 2560, a powerful microcontroller known for its simplicity and versatility, which also receives the measurements and stores them on a SD card. A smartphone application was also developed to send scanning parameters to the LiDAR via Bluetooth. This first prototype detects on average 150 points/second at a maximum distance of about 40 m with an average error of 2 cm and a maximum resolution of less than 0.012° (1 point every 2.9 mm at a distance of 15 m).
Initial tests of the device in the laboratory and in the field are encouraging. In order to obtain a better-performing device, some mechanical components will be improved (to make the device more robust and reduce vibrations), a better-performing laser sensor installed (less error and higher maximum distance of at least 100 m) and a small solar panel coupled , so that the device can be tested in the field on several consecutive days.
This device will have two main applications: 1) it will be used for continuous monitoring in areas where the probability of destruction is too high to put a commercial device thousands of time more expensive; 2) it is planned to develop a DIY kit to be used by students in geosciences to understand the principles of laser scanning.
How to cite: Gygax, C., Derron, M.-H., and Jaboyedoff, M.: Arduino based low-cost short-range terrestrial LiDAR Scanner, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7579, https://doi.org/10.5194/egusphere-egu21-7579, 2021.
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The search for low-cost equipment solutions in geomatics and other domains is a theme that is increasingly addressed by a growing number of researchers. Today, the open-source resources and the availability of cheap electronic equipment and easy to program microcontrollers to manage them (e.g. Arduino) make this type of research accessible to everyone.
The goal of this project is to assemble, program, test and evaluate a low-cost short-range terrestrial LiDAR scanner, i.e. a device that can scan a surface with a laser and represent it in 3D as a point-cloud. An initial prototype was assembled and programmed from low-cost electronics and mechanical components partly ordered and partly 3D printed, at a total cost of around USD 340. Conceptually, the operation of the device is simple: two stepper motors drive a laser sensor on two axes (horizontal and vertical), and a distance measurement for each of the motors positions is taken. These components are controlled by an Arduino Mega 2560, a powerful microcontroller known for its simplicity and versatility, which also receives the measurements and stores them on a SD card. A smartphone application was also developed to send scanning parameters to the LiDAR via Bluetooth. This first prototype detects on average 150 points/second at a maximum distance of about 40 m with an average error of 2 cm and a maximum resolution of less than 0.012° (1 point every 2.9 mm at a distance of 15 m).
Initial tests of the device in the laboratory and in the field are encouraging. In order to obtain a better-performing device, some mechanical components will be improved (to make the device more robust and reduce vibrations), a better-performing laser sensor installed (less error and higher maximum distance of at least 100 m) and a small solar panel coupled , so that the device can be tested in the field on several consecutive days.
This device will have two main applications: 1) it will be used for continuous monitoring in areas where the probability of destruction is too high to put a commercial device thousands of time more expensive; 2) it is planned to develop a DIY kit to be used by students in geosciences to understand the principles of laser scanning.
How to cite: Gygax, C., Derron, M.-H., and Jaboyedoff, M.: Arduino based low-cost short-range terrestrial LiDAR Scanner, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7579, https://doi.org/10.5194/egusphere-egu21-7579, 2021.
EGU21-2368 | vPICO presentations | NH3.5
RPAS-SfM 4D mapping of shallow landslides activated in a steep terraced vineyardLuca Mauri, Eugenio Straffelini, Sara Cucchiaro, and Paolo Tarolli
The presence of roads is closely linked with the activation of land degradative phenomena such as landslides. Factors such as ineffective road management and design, local rainfall regimes and specific geomorphological elements actively influence landslides occurrence. In this context, recent developments in digital photogrammetry (e.g. Structure from Motion; SfM) paired with Remotely Piloted Aircraft Systems (RPAS) increase our possibilities to realize low-cost and recurrent topographic surveys. This allows the realization of multi-temporal (hereafter 4D) and high-resolution Digital Elevation Models (DEMs), fundamental to analyse geomorphological features and quantify processes at the fine spatial and temporal resolutions at which they occur. In this research is presented a 4D comparison of geomorphological indicators describing a landslide-prone agricultural system, so as to detect the noticed high-steep slope failures. The possibility to analyse the evolution of landslide geomorphic features in steep agricultural systems through high-resolution and 4D comparison of such indicators is still a challenge to be investigated. In this research, we considered a case study located in the central Italian Alps, where two shallow landslides (L1, L2) were activated below a rural road within a terraced vineyard. The dynamics of the landslides were monitored through the comparison of repeated DEMs (DEM of Difference, i.e. DoD), that reported erosion values of above 20 m3 and 10 m3 for the two landslides zones and deposition values of more than 15 m3 and 9 m3 respectively. The elaboration of Relative Path Impact Index (RPII) highlighted the role played by the road in the alteration of surface water flow directions. Altered water flows were expressed by values between 2σ and 4σ of RPII close to the collapsed surfaces. The increasing of profile curvature and roughness index described landslides evolution over time. Finally, the multi-temporal comparison of features extraction underlined the geomorphological changes affecting the study area. The computation of the quality index underlined the accuracy of features extraction. This index is expressed in a range between 0 (low accuracy) and 1 (high accuracy) and resulted equal to 0.22 m, regarding the landslide observed during the first RPAS survey (L1-pre); 0.63 m, concerning the same landslide detected during the second RPAS survey (L1-post); 0.69 m for L2. Results prove the usefulness of high-resolution and 4D RPAS-based SfM surveys for the investigation of landslides triggering due to the presence of roads at hillslope scale in agricultural systems. This work could be a useful starting point for further studies of landslide-susceptible zones at a wider scale, to preserve the quality and the productivity of affected agricultural areas.
How to cite: Mauri, L., Straffelini, E., Cucchiaro, S., and Tarolli, P.: RPAS-SfM 4D mapping of shallow landslides activated in a steep terraced vineyard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2368, https://doi.org/10.5194/egusphere-egu21-2368, 2021.
The presence of roads is closely linked with the activation of land degradative phenomena such as landslides. Factors such as ineffective road management and design, local rainfall regimes and specific geomorphological elements actively influence landslides occurrence. In this context, recent developments in digital photogrammetry (e.g. Structure from Motion; SfM) paired with Remotely Piloted Aircraft Systems (RPAS) increase our possibilities to realize low-cost and recurrent topographic surveys. This allows the realization of multi-temporal (hereafter 4D) and high-resolution Digital Elevation Models (DEMs), fundamental to analyse geomorphological features and quantify processes at the fine spatial and temporal resolutions at which they occur. In this research is presented a 4D comparison of geomorphological indicators describing a landslide-prone agricultural system, so as to detect the noticed high-steep slope failures. The possibility to analyse the evolution of landslide geomorphic features in steep agricultural systems through high-resolution and 4D comparison of such indicators is still a challenge to be investigated. In this research, we considered a case study located in the central Italian Alps, where two shallow landslides (L1, L2) were activated below a rural road within a terraced vineyard. The dynamics of the landslides were monitored through the comparison of repeated DEMs (DEM of Difference, i.e. DoD), that reported erosion values of above 20 m3 and 10 m3 for the two landslides zones and deposition values of more than 15 m3 and 9 m3 respectively. The elaboration of Relative Path Impact Index (RPII) highlighted the role played by the road in the alteration of surface water flow directions. Altered water flows were expressed by values between 2σ and 4σ of RPII close to the collapsed surfaces. The increasing of profile curvature and roughness index described landslides evolution over time. Finally, the multi-temporal comparison of features extraction underlined the geomorphological changes affecting the study area. The computation of the quality index underlined the accuracy of features extraction. This index is expressed in a range between 0 (low accuracy) and 1 (high accuracy) and resulted equal to 0.22 m, regarding the landslide observed during the first RPAS survey (L1-pre); 0.63 m, concerning the same landslide detected during the second RPAS survey (L1-post); 0.69 m for L2. Results prove the usefulness of high-resolution and 4D RPAS-based SfM surveys for the investigation of landslides triggering due to the presence of roads at hillslope scale in agricultural systems. This work could be a useful starting point for further studies of landslide-susceptible zones at a wider scale, to preserve the quality and the productivity of affected agricultural areas.
How to cite: Mauri, L., Straffelini, E., Cucchiaro, S., and Tarolli, P.: RPAS-SfM 4D mapping of shallow landslides activated in a steep terraced vineyard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2368, https://doi.org/10.5194/egusphere-egu21-2368, 2021.
EGU21-14380 | vPICO presentations | NH3.5
Mappıng wıth the use of uas. Project plannıng and adjustment: the case of Mersınıdı landslıdes (Chıos Island, NE Aegean)Nafsika-Ioanna Spyrou, Eirini Spyridoula Stanota, Emmanuel Andreadakis, Emmanuel Skourtsos, Stylianos Lozios, and Eyfthymios Lekkas
This project aims at the use of Unmanned Aircraft Systems (UAS) applications for mapping. Geomorphological mapping of features and changes with the use of UAS, in cases of floods, landslides, stream flows, etc. has been growing rapidly in recent years. It is combined with traditional mapping methods as well as modern technologies such as Geographic Information System (GIS). Our work concerns landslide hazard in the study area of Chios, in particular along the Chios - Kardamila road in the Mersinidi - Miliga region with a record of landslides and particular geological interest. During the field survey a) three-dimensional model of the slope was made across the road using UAS and the apropriate software, b) point cloud, c) a mosaic orthophotomap and d) a Digital Surface Model (DSM). After the data collection components material we followed detailed geological and tectonic mapping with enormous accuracy because the innovative technologies provided us multiple data compared to older methodologies. The exploitation of the Structure from Motion provided us with information of the inaccessible parts of the study area.
How to cite: Spyrou, N.-I., Stanota, E. S., Andreadakis, E., Skourtsos, E., Lozios, S., and Lekkas, E.: Mappıng wıth the use of uas. Project plannıng and adjustment: the case of Mersınıdı landslıdes (Chıos Island, NE Aegean), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14380, https://doi.org/10.5194/egusphere-egu21-14380, 2021.
This project aims at the use of Unmanned Aircraft Systems (UAS) applications for mapping. Geomorphological mapping of features and changes with the use of UAS, in cases of floods, landslides, stream flows, etc. has been growing rapidly in recent years. It is combined with traditional mapping methods as well as modern technologies such as Geographic Information System (GIS). Our work concerns landslide hazard in the study area of Chios, in particular along the Chios - Kardamila road in the Mersinidi - Miliga region with a record of landslides and particular geological interest. During the field survey a) three-dimensional model of the slope was made across the road using UAS and the apropriate software, b) point cloud, c) a mosaic orthophotomap and d) a Digital Surface Model (DSM). After the data collection components material we followed detailed geological and tectonic mapping with enormous accuracy because the innovative technologies provided us multiple data compared to older methodologies. The exploitation of the Structure from Motion provided us with information of the inaccessible parts of the study area.
How to cite: Spyrou, N.-I., Stanota, E. S., Andreadakis, E., Skourtsos, E., Lozios, S., and Lekkas, E.: Mappıng wıth the use of uas. Project plannıng and adjustment: the case of Mersınıdı landslıdes (Chıos Island, NE Aegean), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14380, https://doi.org/10.5194/egusphere-egu21-14380, 2021.
EGU21-8231 | vPICO presentations | NH3.5
Monitoring of slow-moving landslides. The importance of integration between surface and depth measurementsDanilo Godone, Paolo Allasia, Diego Guenzi, Davide Notti, and Marco Baldo
In landslide monitoring, the attention is mainly focused on rapidly evolving phenomena. However, slow and very slow landslides are equally significant as they often involve settlements and infrastructures. Additionally, they are characterized by remarkable extension and depth. Due to their low displacement rate, often they are underestimated as impacting events; but in a longer timespan, their continuous and slow activity may lead to damages to buildings and roads thus worsening the living conditions of the involved area. In order to assure a peaceful coexistence between phenomena and inhabitants, a multi-source monitoring network is recommended, by integrating surface data with subsoil ones in order to better understand the whole and real kinematic. Moreover, the data acquisition rate should be high enough to detect early any increases in displacements rate. Surface monitoring approaches are extremely wide (GNSS, remote sensing, InSAR…); on the contrary subsoil measurement systems, are few and limited to in-place inclinometers. Concerning them, the Geohazard Monitoring Group (IRPI-CNR) has developed and manufactured a robotic measuring system for the acquisition of deep-seated ground deformations and, particularly, deep horizontal displacements. The instrumentation combines the advantages of the traditional measurement technique (double readings 0/180˚) with a robotized approach improving the results in terms of revisit time, repeatability and accuracy. The robotized device also called “Automated Inclinometer System” (AIS) allows the automatic check of all the length of the borehole (up to 120m tube length) with just one inclinometer probe. The traditional cable (including probe signal and power supply) is replaced with a thin polyethylene cable (φ 2mm) for sustaining and moving the probe up/down into the standard inclinometer borehole. AIS is completely automatized, but can be also controlled by a remote web interface and, with the same mean, transmits measurement results and system diagnostic messages, such as alerts, warnings, etc. The described system is, currently and extensively, employed in landslide monitoring networks in European mountain ranges obtaining interesting results. In fact, thanks to the described features it is able to rapidly define the deep and surface kinematics of the observed phenomena and, consequently, evaluate the displacements accelerations. Furthermore, due to its high-frequency measurement, it is possible to find a relationship between rainfalls/snow melting and piezometric water levels measured by nearby stations. AIS represents a trustworthy option to realize a more complete integrated network for landslide interpretation and monitoring.
How to cite: Godone, D., Allasia, P., Guenzi, D., Notti, D., and Baldo, M.: Monitoring of slow-moving landslides. The importance of integration between surface and depth measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8231, https://doi.org/10.5194/egusphere-egu21-8231, 2021.
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In landslide monitoring, the attention is mainly focused on rapidly evolving phenomena. However, slow and very slow landslides are equally significant as they often involve settlements and infrastructures. Additionally, they are characterized by remarkable extension and depth. Due to their low displacement rate, often they are underestimated as impacting events; but in a longer timespan, their continuous and slow activity may lead to damages to buildings and roads thus worsening the living conditions of the involved area. In order to assure a peaceful coexistence between phenomena and inhabitants, a multi-source monitoring network is recommended, by integrating surface data with subsoil ones in order to better understand the whole and real kinematic. Moreover, the data acquisition rate should be high enough to detect early any increases in displacements rate. Surface monitoring approaches are extremely wide (GNSS, remote sensing, InSAR…); on the contrary subsoil measurement systems, are few and limited to in-place inclinometers. Concerning them, the Geohazard Monitoring Group (IRPI-CNR) has developed and manufactured a robotic measuring system for the acquisition of deep-seated ground deformations and, particularly, deep horizontal displacements. The instrumentation combines the advantages of the traditional measurement technique (double readings 0/180˚) with a robotized approach improving the results in terms of revisit time, repeatability and accuracy. The robotized device also called “Automated Inclinometer System” (AIS) allows the automatic check of all the length of the borehole (up to 120m tube length) with just one inclinometer probe. The traditional cable (including probe signal and power supply) is replaced with a thin polyethylene cable (φ 2mm) for sustaining and moving the probe up/down into the standard inclinometer borehole. AIS is completely automatized, but can be also controlled by a remote web interface and, with the same mean, transmits measurement results and system diagnostic messages, such as alerts, warnings, etc. The described system is, currently and extensively, employed in landslide monitoring networks in European mountain ranges obtaining interesting results. In fact, thanks to the described features it is able to rapidly define the deep and surface kinematics of the observed phenomena and, consequently, evaluate the displacements accelerations. Furthermore, due to its high-frequency measurement, it is possible to find a relationship between rainfalls/snow melting and piezometric water levels measured by nearby stations. AIS represents a trustworthy option to realize a more complete integrated network for landslide interpretation and monitoring.
How to cite: Godone, D., Allasia, P., Guenzi, D., Notti, D., and Baldo, M.: Monitoring of slow-moving landslides. The importance of integration between surface and depth measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8231, https://doi.org/10.5194/egusphere-egu21-8231, 2021.
EGU21-15309 | vPICO presentations | NH3.5
Laboratory test results of a new developed low-cost and open-source inclinometer based on MEMS technologyGiuseppe Ruzza, Paola Revellino, and Francesco Maria Guadagno
The stationary or in-place inclinometer is the main high-performance solution in landslide monitoring applications due to its capability of tracking real time displacement at different depth and supporting early warning. Despite that and the general need of data for understanding landslide behaviour, the high cost of in-place inclinometers, in most cases, limit or prevent their use. On this basis, we started developing a low-cost and open source, modular MEMS-based inclinometer that uses multiple Arduino boards as processing units. Although MEMS accelerometers have many advantages in comparison with traditional high-precision electromechanical sensors, they are very sensible to temperature variation (i.e. thermal drifting).
In order to compensating thermal drifting a specific thermal analysis and an associated simple compensation strategy were used. After the mitigation of thermal bias, the electronic devices were designed, built and assembled.
The developed inclinometer system is composed of two main electronic systems: 1) a multiple electronic device (i.e. a MEMS accelerometer, the IMU reading interface and a communication board) installed within each measuring module; 2) an external master control unit, based on the Arduino platform coupled with a dedicated developed interface board. The master unit reads tilt value from each measuring module through a communication interface. This unit was developed to allow interfacing of additional digital or analog sensors (e.g. water content, rain gauge, etc..), and control additional parameters.
A steel casing for measuring components was designed and built. For each measuring unit, a squared-section case, consisting of a 30 cm long tube equipped with 4 elements that allow the installation the instrument within a standard inclinometric tubes, was prepared and assembled.
After system assembling, displacement of the inclinometric column was first simulated by a laboratory test. In particular, we used a supporting frame that allowed to vertically align the modules. The auxiliary frame was specifically designed to drive displacement along a selected axis and to register the maximum displacement at the head of the inclinometric column. In this way, the lower module is kept fixed. This test permitted to obtain a number of different synthetic deformation curves that form a basis for checking the accuracy of the instrumentation measurement. Result obtained highlight the potential use of our system for real monitoring application. The next step will be to install the instrumentation on site to check its operation in real field conditions.
How to cite: Ruzza, G., Revellino, P., and Guadagno, F. M.: Laboratory test results of a new developed low-cost and open-source inclinometer based on MEMS technology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15309, https://doi.org/10.5194/egusphere-egu21-15309, 2021.
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The stationary or in-place inclinometer is the main high-performance solution in landslide monitoring applications due to its capability of tracking real time displacement at different depth and supporting early warning. Despite that and the general need of data for understanding landslide behaviour, the high cost of in-place inclinometers, in most cases, limit or prevent their use. On this basis, we started developing a low-cost and open source, modular MEMS-based inclinometer that uses multiple Arduino boards as processing units. Although MEMS accelerometers have many advantages in comparison with traditional high-precision electromechanical sensors, they are very sensible to temperature variation (i.e. thermal drifting).
In order to compensating thermal drifting a specific thermal analysis and an associated simple compensation strategy were used. After the mitigation of thermal bias, the electronic devices were designed, built and assembled.
The developed inclinometer system is composed of two main electronic systems: 1) a multiple electronic device (i.e. a MEMS accelerometer, the IMU reading interface and a communication board) installed within each measuring module; 2) an external master control unit, based on the Arduino platform coupled with a dedicated developed interface board. The master unit reads tilt value from each measuring module through a communication interface. This unit was developed to allow interfacing of additional digital or analog sensors (e.g. water content, rain gauge, etc..), and control additional parameters.
A steel casing for measuring components was designed and built. For each measuring unit, a squared-section case, consisting of a 30 cm long tube equipped with 4 elements that allow the installation the instrument within a standard inclinometric tubes, was prepared and assembled.
After system assembling, displacement of the inclinometric column was first simulated by a laboratory test. In particular, we used a supporting frame that allowed to vertically align the modules. The auxiliary frame was specifically designed to drive displacement along a selected axis and to register the maximum displacement at the head of the inclinometric column. In this way, the lower module is kept fixed. This test permitted to obtain a number of different synthetic deformation curves that form a basis for checking the accuracy of the instrumentation measurement. Result obtained highlight the potential use of our system for real monitoring application. The next step will be to install the instrumentation on site to check its operation in real field conditions.
How to cite: Ruzza, G., Revellino, P., and Guadagno, F. M.: Laboratory test results of a new developed low-cost and open-source inclinometer based on MEMS technology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15309, https://doi.org/10.5194/egusphere-egu21-15309, 2021.
EGU21-8447 | vPICO presentations | NH3.5
A new IoT geosensor network for cost-effective landslide early warning systemsMoritz Gamperl, John Singer, and Kurosch Thuro
Worldwide, cities in mountainous areas struggle with increasing landslide risk as consequence of global warming and population growth, especially in low-income informal settlements. For these situations, current monitoring systems are often too expensive and too difficult to maintain. Therefore, innovative monitoring systems are needed in order to facilitate low-cost landslide early warning systems (LEWS) which can be applied easily.
Based on technologies such as micro-electro-mechanical systems (MEMS) sensors and the LoRa (Long Range) communication standard, we are currently developing a cost-effective IoT (Internet of Things) geosensor network. It is specifically designed for local scale LEWS in informal settlements.
The system, which is open source and can be replicated without restrictions, consists of versatile LoRa sensor nodes which have a set of MEMS sensors (e.g. tilt sensor) on board and to which various additional sensors can be connected. The nodes are autonomous and can operate on standard batteries or solar panels. The sensor nodes can be installed on critical infrastructure such as house walls or foundations. Two of the possible additions are the Subsurface Sensor Node and the Low-Cost Inclinometer. Both are installed underground and offer tilt- and groundwater-measurements of the subsurface.
Complemented with further innovative measurement systems such as the Continuous Shear Monitor (CSM) and a flexible data management and analysis system, the newly developed monitoring system offers a great cost to benefit ratio and easy application for similar sites and LEWS, especially in urbanized areas in developing countries.
This work is being developed as part of the project Inform@Risk, where the monitoring system will be installed as part of an early warning system in Medellín, Colombia. It is funded by the German Ministry of Education and Research (BMBF).
How to cite: Gamperl, M., Singer, J., and Thuro, K.: A new IoT geosensor network for cost-effective landslide early warning systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8447, https://doi.org/10.5194/egusphere-egu21-8447, 2021.
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Worldwide, cities in mountainous areas struggle with increasing landslide risk as consequence of global warming and population growth, especially in low-income informal settlements. For these situations, current monitoring systems are often too expensive and too difficult to maintain. Therefore, innovative monitoring systems are needed in order to facilitate low-cost landslide early warning systems (LEWS) which can be applied easily.
Based on technologies such as micro-electro-mechanical systems (MEMS) sensors and the LoRa (Long Range) communication standard, we are currently developing a cost-effective IoT (Internet of Things) geosensor network. It is specifically designed for local scale LEWS in informal settlements.
The system, which is open source and can be replicated without restrictions, consists of versatile LoRa sensor nodes which have a set of MEMS sensors (e.g. tilt sensor) on board and to which various additional sensors can be connected. The nodes are autonomous and can operate on standard batteries or solar panels. The sensor nodes can be installed on critical infrastructure such as house walls or foundations. Two of the possible additions are the Subsurface Sensor Node and the Low-Cost Inclinometer. Both are installed underground and offer tilt- and groundwater-measurements of the subsurface.
Complemented with further innovative measurement systems such as the Continuous Shear Monitor (CSM) and a flexible data management and analysis system, the newly developed monitoring system offers a great cost to benefit ratio and easy application for similar sites and LEWS, especially in urbanized areas in developing countries.
This work is being developed as part of the project Inform@Risk, where the monitoring system will be installed as part of an early warning system in Medellín, Colombia. It is funded by the German Ministry of Education and Research (BMBF).
How to cite: Gamperl, M., Singer, J., and Thuro, K.: A new IoT geosensor network for cost-effective landslide early warning systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8447, https://doi.org/10.5194/egusphere-egu21-8447, 2021.
EGU21-15305 | vPICO presentations | NH3.5
Monitoring rock displacement threshold with 1-bit sensing passive RFID tagMathieu Le Breton, Nicolas Grunbaum, Laurent Baillet, and Éric Larose
Billions of passive Radiofrequency tags are produced by the Radio-Frequency Identification (RFID) industry every year to identify goods remotely. Enhanced RFID adds the capacity for localisation and sensing that can be used in earth science for long-term and spatially dense monitoring with low-cost tags. Localisation has been used already to monitor displacements of coarse sediment and landslides over several metres. Sensing capabilities have been developed in laboratories, but never implemented on real fields. This work presents the first RFID sensing application in earth science, using the simplest 1-bit sensor to detect millimetric motion of unstable rocks. The application required designing custom RFID tags adapted for outdoor usage at long range, adapting the data acquisition of an existing tag microcircuit, and designing a sensor that triggers when displacement exceeds a few millimetres, which threshold displacement can be adapted for each sensor. In complement, the system embeds displacement sensing to measure larger displacements> 5 mm, using the phase-based measurement already deployed on landslides. The presentation display results from laboratory tests and from an implementation in a real site in Eastern France. The advantages and drawbacks of the method are discussed, as well as the future potential RFID sensors that could monitor unstable terrains.
Author’s published work on the topic:
Le Breton, M., Baillet, L., Larose, E., Rey, E., Benech, P., Jongmans, D., Guyoton, F., 2017. Outdoor UHF RFID: Phase Stabilization for Real-World Applications. IEEE Journal of Radio Frequency Identification 1, 279–290.
Le Breton, M., Baillet, L., Larose, E., Rey, E., Benech, P., Jongmans, D., Guyoton, F., Jaboyedoff, M., 2019. Passive radio-frequency identification ranging, a dense and weather-robust technique for landslide displacement monitoring. Engineering Geology 250, 1–10.
Le Breton, M., 2019. Suivi temporel d’un glissement de terrain à l’aide d’étiquettes RFID passives, couplé à l’observation de pluviométrie et de bruit sismique ambiant (PhD Thesis). Université Grenoble Alpes, ISTerre, Grenoble, France.
Le Breton, M., Baillet, L., Larose, É., Rey, E., Jongmans, D., Guyoton, F., Benech, P., 2020. Passive RFID, a new technology for dense and long-term monitoring of unstable structures: review and prospective. (No. EGU2020-19726). Presented at the EGU2020, Copernicus Meetings. https://doi.org/10.5194/egusphere-egu2020-19726
Le Breton M., 2020, Suivi de terrains instables à l'aide d'un réseau dense de capteurs RFID: Émergence de nouvelles applications, presented at Journées Nationales de Géotechnique et de Géologie de l'ingénieur (JNGG), Jean Goguel Award public session, 2021.
How to cite: Le Breton, M., Grunbaum, N., Baillet, L., and Larose, É.: Monitoring rock displacement threshold with 1-bit sensing passive RFID tag, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15305, https://doi.org/10.5194/egusphere-egu21-15305, 2021.
Billions of passive Radiofrequency tags are produced by the Radio-Frequency Identification (RFID) industry every year to identify goods remotely. Enhanced RFID adds the capacity for localisation and sensing that can be used in earth science for long-term and spatially dense monitoring with low-cost tags. Localisation has been used already to monitor displacements of coarse sediment and landslides over several metres. Sensing capabilities have been developed in laboratories, but never implemented on real fields. This work presents the first RFID sensing application in earth science, using the simplest 1-bit sensor to detect millimetric motion of unstable rocks. The application required designing custom RFID tags adapted for outdoor usage at long range, adapting the data acquisition of an existing tag microcircuit, and designing a sensor that triggers when displacement exceeds a few millimetres, which threshold displacement can be adapted for each sensor. In complement, the system embeds displacement sensing to measure larger displacements> 5 mm, using the phase-based measurement already deployed on landslides. The presentation display results from laboratory tests and from an implementation in a real site in Eastern France. The advantages and drawbacks of the method are discussed, as well as the future potential RFID sensors that could monitor unstable terrains.
Author’s published work on the topic:
Le Breton, M., Baillet, L., Larose, E., Rey, E., Benech, P., Jongmans, D., Guyoton, F., 2017. Outdoor UHF RFID: Phase Stabilization for Real-World Applications. IEEE Journal of Radio Frequency Identification 1, 279–290.
Le Breton, M., Baillet, L., Larose, E., Rey, E., Benech, P., Jongmans, D., Guyoton, F., Jaboyedoff, M., 2019. Passive radio-frequency identification ranging, a dense and weather-robust technique for landslide displacement monitoring. Engineering Geology 250, 1–10.
Le Breton, M., 2019. Suivi temporel d’un glissement de terrain à l’aide d’étiquettes RFID passives, couplé à l’observation de pluviométrie et de bruit sismique ambiant (PhD Thesis). Université Grenoble Alpes, ISTerre, Grenoble, France.
Le Breton, M., Baillet, L., Larose, É., Rey, E., Jongmans, D., Guyoton, F., Benech, P., 2020. Passive RFID, a new technology for dense and long-term monitoring of unstable structures: review and prospective. (No. EGU2020-19726). Presented at the EGU2020, Copernicus Meetings. https://doi.org/10.5194/egusphere-egu2020-19726
Le Breton M., 2020, Suivi de terrains instables à l'aide d'un réseau dense de capteurs RFID: Émergence de nouvelles applications, presented at Journées Nationales de Géotechnique et de Géologie de l'ingénieur (JNGG), Jean Goguel Award public session, 2021.
How to cite: Le Breton, M., Grunbaum, N., Baillet, L., and Larose, É.: Monitoring rock displacement threshold with 1-bit sensing passive RFID tag, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15305, https://doi.org/10.5194/egusphere-egu21-15305, 2021.
EGU21-12711 | vPICO presentations | NH3.5
Crowdsourced Landslide Tracking – Lessons from Field Experiences of Landslide Tracker Mobile AppBalaji Hariharan and Ramesh Guntha
With the Landslide Tracker mobile app's launch to track landslides through a crowdsourcing model during the monsoon season of 2020, we learned several important lessons that may help us improve the data quality, volunteer participation, and participation from institutions. The 'Landslide Tracker' mobile application allows tracking the landslides and details such as GPS location, date & time of occurrence, images, type, material, size, impact, area, geology, geomorphology, and comments. This app is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/). The Landslide tracker app was released during the 2020 monsoon season, and more than 250 landslides were recorded through the app across India and the world.
Due to the nature of crowdsourcing, we have seen test entries, duplicate entries, entries with apparent mistakes such as the wrong location. In many cases, these entries were deleted by the administrator through proactive verification. To sustain the removal of invalid entries with continued usage, we can allow users to mark a landslide for verification. The administrator can remove invalid entries or approach the original contributor to update the data with minimum effort. Currently it takes under three minutes to record a landslide. To reduce the time further, it is requested to make a single page form to record date, location, images and few questions. To improve volunteer participation for contributing and validating landslide entries, we can implement digital rewards such as points, badges, titles, leader boards, etc. Additionally, allow users to like, comment, and share the landslide entries to improve the engagement. To improve the participation of universities, disaster management authorities, district authorities, and other governmental and non-governmental agencies for contributing and using landslide information, we can implement the institutional management functionality. It allows the institution to configure the staff and manager user. The manager can review, update, delete entries from the team, get reports on the contribution of the staff, and download and share the landslides contributed by the whole institution.
How to cite: Hariharan, B. and Guntha, R.: Crowdsourced Landslide Tracking – Lessons from Field Experiences of Landslide Tracker Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12711, https://doi.org/10.5194/egusphere-egu21-12711, 2021.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
With the Landslide Tracker mobile app's launch to track landslides through a crowdsourcing model during the monsoon season of 2020, we learned several important lessons that may help us improve the data quality, volunteer participation, and participation from institutions. The 'Landslide Tracker' mobile application allows tracking the landslides and details such as GPS location, date & time of occurrence, images, type, material, size, impact, area, geology, geomorphology, and comments. This app is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/). The Landslide tracker app was released during the 2020 monsoon season, and more than 250 landslides were recorded through the app across India and the world.
Due to the nature of crowdsourcing, we have seen test entries, duplicate entries, entries with apparent mistakes such as the wrong location. In many cases, these entries were deleted by the administrator through proactive verification. To sustain the removal of invalid entries with continued usage, we can allow users to mark a landslide for verification. The administrator can remove invalid entries or approach the original contributor to update the data with minimum effort. Currently it takes under three minutes to record a landslide. To reduce the time further, it is requested to make a single page form to record date, location, images and few questions. To improve volunteer participation for contributing and validating landslide entries, we can implement digital rewards such as points, badges, titles, leader boards, etc. Additionally, allow users to like, comment, and share the landslide entries to improve the engagement. To improve the participation of universities, disaster management authorities, district authorities, and other governmental and non-governmental agencies for contributing and using landslide information, we can implement the institutional management functionality. It allows the institution to configure the staff and manager user. The manager can review, update, delete entries from the team, get reports on the contribution of the staff, and download and share the landslides contributed by the whole institution.
How to cite: Hariharan, B. and Guntha, R.: Crowdsourced Landslide Tracking – Lessons from Field Experiences of Landslide Tracker Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12711, https://doi.org/10.5194/egusphere-egu21-12711, 2021.
EGU21-6019 | vPICO presentations | NH3.5
Technical Considerations for Building a Landslide Tracker Mobile AppRamesh Guntha and Maneesha Vinodini Ramesh
Substantially complete landslide inventories aid the accurate landslide modelling of a region’s susceptibility and landslide forecasting. Recording of landslides soon after they have occurred is important as their presence can be quickly erased (e.g., the landslide removed by people or through erosion/vegetation). In this paper, we present the technical software considerations that went into building a Landslide Tracker app to aid in the collection of landslide information by non-technical local citizens, trained volunteers, and experts to create more complete inventories on a real-time basis through the model of crowdsourcing. The tracked landslide information is available for anyone across the world to view. This app is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/).
The three technical themes we discuss in this paper are the following: (i) security, (ii) performance, and (iii) network resilience. (i) Security considerations include authentication, authorization, and client/server-side enforcement. Authentication allows only the registered users to record and view the landslides, whereas authorization protects the data from illegal access. For example, landslides created by one user are not editable by others, and no user should be able to delete landslides. This validation is enforced at the client-side (mobile and web apps) and also at the server-side software to prevent unintentional and intentional illegal access. (ii) Performance considerations include designing high-performance data structures, mobile databases, client-side caching, server-side caching, cache synchronization, and push-notifications. The database is designed to ensure the best performance without sacrificing data integrity. Then the read-heavy data is cached in memory to get this data with very low latency. Similarly, the data, once fetched, is cached in memory on the app so that it can be re-used without making repeated calls to the server every time when the user visits a screen. The data persists in the mobile database so the app can load faster while reopening. A cache-synchronization mechanism is implemented to prevent the caches' data from becoming stale as new data comes into the database. The synchronization mechanism consists of push-notifications and incremental data pulls. (iii) Network resiliency considerations are achieved with the help of local storage on the app. This allows recording the landslides even when there is no internet connection. The app automatically pushes the updates to the server as soon as the connectivity resumes. We have observed over 300% reduction in time taken to load 2000 landslides, between the no-cache mode to cache mode during the performance testing.
The Landslide tracker app was released during the 2020 monsoon season and more than 250 landslides were recorded through the app across India and the world.
How to cite: Guntha, R. and Vinodini Ramesh, M.: Technical Considerations for Building a Landslide Tracker Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6019, https://doi.org/10.5194/egusphere-egu21-6019, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Substantially complete landslide inventories aid the accurate landslide modelling of a region’s susceptibility and landslide forecasting. Recording of landslides soon after they have occurred is important as their presence can be quickly erased (e.g., the landslide removed by people or through erosion/vegetation). In this paper, we present the technical software considerations that went into building a Landslide Tracker app to aid in the collection of landslide information by non-technical local citizens, trained volunteers, and experts to create more complete inventories on a real-time basis through the model of crowdsourcing. The tracked landslide information is available for anyone across the world to view. This app is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/).
The three technical themes we discuss in this paper are the following: (i) security, (ii) performance, and (iii) network resilience. (i) Security considerations include authentication, authorization, and client/server-side enforcement. Authentication allows only the registered users to record and view the landslides, whereas authorization protects the data from illegal access. For example, landslides created by one user are not editable by others, and no user should be able to delete landslides. This validation is enforced at the client-side (mobile and web apps) and also at the server-side software to prevent unintentional and intentional illegal access. (ii) Performance considerations include designing high-performance data structures, mobile databases, client-side caching, server-side caching, cache synchronization, and push-notifications. The database is designed to ensure the best performance without sacrificing data integrity. Then the read-heavy data is cached in memory to get this data with very low latency. Similarly, the data, once fetched, is cached in memory on the app so that it can be re-used without making repeated calls to the server every time when the user visits a screen. The data persists in the mobile database so the app can load faster while reopening. A cache-synchronization mechanism is implemented to prevent the caches' data from becoming stale as new data comes into the database. The synchronization mechanism consists of push-notifications and incremental data pulls. (iii) Network resiliency considerations are achieved with the help of local storage on the app. This allows recording the landslides even when there is no internet connection. The app automatically pushes the updates to the server as soon as the connectivity resumes. We have observed over 300% reduction in time taken to load 2000 landslides, between the no-cache mode to cache mode during the performance testing.
The Landslide tracker app was released during the 2020 monsoon season and more than 250 landslides were recorded through the app across India and the world.
How to cite: Guntha, R. and Vinodini Ramesh, M.: Technical Considerations for Building a Landslide Tracker Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6019, https://doi.org/10.5194/egusphere-egu21-6019, 2021.
EGU21-16104 | vPICO presentations | NH3.5
Spatial Temporal Tracking of Landslide Events: A Crowdsourced Mobile AppManeesha Vinodini Ramesh, Ramesh Guntha, Christian Arnhardt, Gargi Singh, Viswanathan Kr, Praful Rao, Gokul Halan, and Bruce Malamud
Monsoons are characterised by the widespread occurrence of landslides. Tracking each landslide event, developing early warning thresholds, understanding triggers, and initiating disaster rescue and relief efforts are complex for researchers and administration. The ever increasing landslides demand real-time data collection of events to enhance disaster management. In this work we designed and developed a dedicated crowd sourced mobile application, for systematic way of collection, validation, summarization, and dissemination of landslide data in real-time. This unique design of mobile app uses a scalable real-time data collection methodology for tracking landslide events through citizen science, and is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/). This work implemented a structured database that integrates heterogeneous data such as text, numerical, GPS location, landmarks, and images. This methodology enables real-time tracking of landslides utilizing the details such as GPS location, date & time of occurrence, images, type, material, size, impact, area, geology, geomorphology, and comments in real-time. The mobile application has been uniquely designed to avoid missing landslide events and to handle the tradeoff between real-time spatial data collection without compromising the reliability of the data. To achieve this a multi level user account was created based on their expert levels such as Tracker, Investigator, Expert. A basic tracking form is presented for the Tracker level, and an extensive form is presented to the Expert level. The reliability of landslide data enhances as the user level increases from Tracker to Expert. Unique UI designs have been utilized to capture, and track the events. The tracking interface is divided into multiple screens; the main screen captures the landslide location through GPS enabled map interface and captures the date/time of the occurrence. Three additional screens capture images, additional details and comments. The 40 questions for landslide event collection used by the Geological Survey of India has been adapted through the collaborative effort of LANDSLIP partners to collect the additional details. The submitted landslides are immediately available for all users to view. The User can view entered landslides through the landslide image listing, Google maps interface, or tabular listing. The landslides can be filtered by date/time and other parameters. The mobile app is designed to be intuitive and fast, and aims to increase awareness about landslide risk through the integrated short documents, and videos. It has guidelines for safety, capturing images, mapping, and choosing the data from the multiple options. The uniqueness of the proposed methodology is that it enhances community participation, integrates event data collection, event data organizing, spatial and temporal summarization, and validation of landslide events and the impact. It pinpoints, maps and alerts real-time landslide events to initiate right disaster management activities to reduce the risk level. The Landslide tracker app was released during the 2020 monsoon season, and more than 250 landslides were recorded through the app.
How to cite: Vinodini Ramesh, M., Guntha, R., Arnhardt, C., Singh, G., Kr, V., Rao, P., Halan, G., and Malamud, B.: Spatial Temporal Tracking of Landslide Events: A Crowdsourced Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16104, https://doi.org/10.5194/egusphere-egu21-16104, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Monsoons are characterised by the widespread occurrence of landslides. Tracking each landslide event, developing early warning thresholds, understanding triggers, and initiating disaster rescue and relief efforts are complex for researchers and administration. The ever increasing landslides demand real-time data collection of events to enhance disaster management. In this work we designed and developed a dedicated crowd sourced mobile application, for systematic way of collection, validation, summarization, and dissemination of landslide data in real-time. This unique design of mobile app uses a scalable real-time data collection methodology for tracking landslide events through citizen science, and is available on Google Play Store for free, and at http://landslides.amrita.edu, with software conceived and developed by Amrita University in the context of the UK NERC/FCDO funded LANDSLIP research project (http://www.landslip.org/). This work implemented a structured database that integrates heterogeneous data such as text, numerical, GPS location, landmarks, and images. This methodology enables real-time tracking of landslides utilizing the details such as GPS location, date & time of occurrence, images, type, material, size, impact, area, geology, geomorphology, and comments in real-time. The mobile application has been uniquely designed to avoid missing landslide events and to handle the tradeoff between real-time spatial data collection without compromising the reliability of the data. To achieve this a multi level user account was created based on their expert levels such as Tracker, Investigator, Expert. A basic tracking form is presented for the Tracker level, and an extensive form is presented to the Expert level. The reliability of landslide data enhances as the user level increases from Tracker to Expert. Unique UI designs have been utilized to capture, and track the events. The tracking interface is divided into multiple screens; the main screen captures the landslide location through GPS enabled map interface and captures the date/time of the occurrence. Three additional screens capture images, additional details and comments. The 40 questions for landslide event collection used by the Geological Survey of India has been adapted through the collaborative effort of LANDSLIP partners to collect the additional details. The submitted landslides are immediately available for all users to view. The User can view entered landslides through the landslide image listing, Google maps interface, or tabular listing. The landslides can be filtered by date/time and other parameters. The mobile app is designed to be intuitive and fast, and aims to increase awareness about landslide risk through the integrated short documents, and videos. It has guidelines for safety, capturing images, mapping, and choosing the data from the multiple options. The uniqueness of the proposed methodology is that it enhances community participation, integrates event data collection, event data organizing, spatial and temporal summarization, and validation of landslide events and the impact. It pinpoints, maps and alerts real-time landslide events to initiate right disaster management activities to reduce the risk level. The Landslide tracker app was released during the 2020 monsoon season, and more than 250 landslides were recorded through the app.
How to cite: Vinodini Ramesh, M., Guntha, R., Arnhardt, C., Singh, G., Kr, V., Rao, P., Halan, G., and Malamud, B.: Spatial Temporal Tracking of Landslide Events: A Crowdsourced Mobile App, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16104, https://doi.org/10.5194/egusphere-egu21-16104, 2021.
EGU21-8062 | vPICO presentations | NH3.5
MEWS – a project for detecting and predicting avalanchesGeorge Suciu, George Iordache, Dan Trufin, Svetlana Segarceanu, and Gabriel Petrescu
The MEWS project describes all the stages of a system that monitors and predicts avalanches. In the project we use and present some of the latest technologies for avalanche detection and prediction. In this article we present a state of the art of the existing technologies when predicting avalanches and the technical and functional requirements of the MEWS project. The state of the art is presented because the MEWS project is based on existing technologies and we need to present what technologies are of interest for our project. The technical and functional requirements for the MEWS project describes what we want to do in the project. We can say that the MEWS project is one very important at european level, is build on modern technologies and is endorsed by the european community.
How to cite: Suciu, G., Iordache, G., Trufin, D., Segarceanu, S., and Petrescu, G.: MEWS – a project for detecting and predicting avalanches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8062, https://doi.org/10.5194/egusphere-egu21-8062, 2021.
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The MEWS project describes all the stages of a system that monitors and predicts avalanches. In the project we use and present some of the latest technologies for avalanche detection and prediction. In this article we present a state of the art of the existing technologies when predicting avalanches and the technical and functional requirements of the MEWS project. The state of the art is presented because the MEWS project is based on existing technologies and we need to present what technologies are of interest for our project. The technical and functional requirements for the MEWS project describes what we want to do in the project. We can say that the MEWS project is one very important at european level, is build on modern technologies and is endorsed by the european community.
How to cite: Suciu, G., Iordache, G., Trufin, D., Segarceanu, S., and Petrescu, G.: MEWS – a project for detecting and predicting avalanches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8062, https://doi.org/10.5194/egusphere-egu21-8062, 2021.
NH3.6 – Landslide investigation using Remote Sensing and Geophysics
EGU21-4550 | vPICO presentations | NH3.6
Assessment of multitemporal INSAR data for establishing regional landslides inventoriesMarc-Henri Derron, Delphine Bossuat Pahud, Patrick Thuegaz, Davide Bertolo, and Michel Jaboyedoff
Over 2700 gravitational movements are recorded as polygons in the inventory of the Aosta region (3261 km2, Northern Italy). The surface affected by gravitational processes is about 20% of the overall surface area of the Aosta region and corresponds mostly to deep seated slope deformations, landslides and rock slope collapses. In addition, a complete set of multitemporal INSAR data has been recently made available for the same area (SqueeSAR processing by TRE, for both ascending and descending orbits, from October 2014 to February 2020).
In a first step, the distribution of INSAR data was analyzed with respect to landcover and radar geometric deformations. Main outcomes are:
- About 732’000 points were found by INSAR corresponding to a total average density of ~220 pts/km2.
- 0% of points have velocities below 1 mm/y, 20.4% between 1 and 10 mm/y, and only 0.6% more than 1 cm/y.
- The landcover is forested over 30% of the surface, covered by low vegetation on steep slopes for 46% and unvegetated for 24%, Points density are respectively 146, 200 and 369 pts /km2.
- Less than 5% of the Aosta region is affected by radar layover or shadowing. But, considering the slope direction as possible vector of displacement, 60% of INSAR velocities are underestimated of 50% or more when projected on the line of sight of the satellite (of course most of the time these are not the same slopes for ascending and descending orbits).
In a second step, we assessed the information provided by INSAR for the landslides recorded in the IFFI inventory:
- 29% of the polygons of the IFFI inventory do not include INSAR pts. However, those are mostly small zones, corresponding to only 9% of the total surface mapped as affected by gravitational movements. Most of large instabilities have INSAR points. 52% of the polygons have INSAR points from both ascending and descending orbits, and 19% from only one orbit.
- 68% of IFFI polygons have all their INSAR velocities slower than 5mm/y (for both orbits). It doesn’t mean automatically that these instabilities are dormant or slow moving, because for about half of them INSAR velocities strongly underestimate expected real velocities because of unfavorable projection on the line of sight of the satellites.
- 55 instabilities show INSAR velocities between 50 and 10 mm/y, and 31 faster than 10 mm/y.
Finally, an independent inventory was made using only the INSAR data and then compared to the IFFI inventory. In order to handle the data, a minimum velocity 2.5 mm/y was selected.
- 1437 instabilities were mapped in this inventory, covering 308 km2, for 2702 instabilities over 604 km2 in the IFFI inventory.
- About 60% of the moving area detected looking only at the INSAR data are visible on only one orbit (ascending or descending).
- 62 clusters of INSAR points with velocities higher than 1 cm/y and not in the IFFI polygons were detected. Among them, 4 sites with significant extensions will require further geological investigations.
How to cite: Derron, M.-H., Bossuat Pahud, D., Thuegaz, P., Bertolo, D., and Jaboyedoff, M.: Assessment of multitemporal INSAR data for establishing regional landslides inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4550, https://doi.org/10.5194/egusphere-egu21-4550, 2021.
Over 2700 gravitational movements are recorded as polygons in the inventory of the Aosta region (3261 km2, Northern Italy). The surface affected by gravitational processes is about 20% of the overall surface area of the Aosta region and corresponds mostly to deep seated slope deformations, landslides and rock slope collapses. In addition, a complete set of multitemporal INSAR data has been recently made available for the same area (SqueeSAR processing by TRE, for both ascending and descending orbits, from October 2014 to February 2020).
In a first step, the distribution of INSAR data was analyzed with respect to landcover and radar geometric deformations. Main outcomes are:
- About 732’000 points were found by INSAR corresponding to a total average density of ~220 pts/km2.
- 0% of points have velocities below 1 mm/y, 20.4% between 1 and 10 mm/y, and only 0.6% more than 1 cm/y.
- The landcover is forested over 30% of the surface, covered by low vegetation on steep slopes for 46% and unvegetated for 24%, Points density are respectively 146, 200 and 369 pts /km2.
- Less than 5% of the Aosta region is affected by radar layover or shadowing. But, considering the slope direction as possible vector of displacement, 60% of INSAR velocities are underestimated of 50% or more when projected on the line of sight of the satellite (of course most of the time these are not the same slopes for ascending and descending orbits).
In a second step, we assessed the information provided by INSAR for the landslides recorded in the IFFI inventory:
- 29% of the polygons of the IFFI inventory do not include INSAR pts. However, those are mostly small zones, corresponding to only 9% of the total surface mapped as affected by gravitational movements. Most of large instabilities have INSAR points. 52% of the polygons have INSAR points from both ascending and descending orbits, and 19% from only one orbit.
- 68% of IFFI polygons have all their INSAR velocities slower than 5mm/y (for both orbits). It doesn’t mean automatically that these instabilities are dormant or slow moving, because for about half of them INSAR velocities strongly underestimate expected real velocities because of unfavorable projection on the line of sight of the satellites.
- 55 instabilities show INSAR velocities between 50 and 10 mm/y, and 31 faster than 10 mm/y.
Finally, an independent inventory was made using only the INSAR data and then compared to the IFFI inventory. In order to handle the data, a minimum velocity 2.5 mm/y was selected.
- 1437 instabilities were mapped in this inventory, covering 308 km2, for 2702 instabilities over 604 km2 in the IFFI inventory.
- About 60% of the moving area detected looking only at the INSAR data are visible on only one orbit (ascending or descending).
- 62 clusters of INSAR points with velocities higher than 1 cm/y and not in the IFFI polygons were detected. Among them, 4 sites with significant extensions will require further geological investigations.
How to cite: Derron, M.-H., Bossuat Pahud, D., Thuegaz, P., Bertolo, D., and Jaboyedoff, M.: Assessment of multitemporal INSAR data for establishing regional landslides inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4550, https://doi.org/10.5194/egusphere-egu21-4550, 2021.
EGU21-13744 | vPICO presentations | NH3.6
Mapping and monitoring urban landslides in New Zealand using Sentinel-1 InSAR data: A case study from GisborneMatt Cook, Martin Brook, Jon Tunnicliffe, Murry Cave, Ian Hamling, and Rachel Holley
EGU21-5133 | vPICO presentations | NH3.6
Using corner reflectors for enhancing landslide and infrastructure monitoring in the UKKrisztina Kelevitz, Jonathan E Chambers, Jimmy Boyd, Alessandro Novellino, Colm Jordan, Juliet Biggs, Sivasakthy Selvakumaran, Andy Hooper, and Tim J Wright
With the advances of ESA’s Sentinel-1 InSAR (Interferometric Synthetic Aperture Radar) mission there are freely available remote sensing ground deformation observations all over the globe that allows continuous monitoring of natural hazards and structural instabilities. The Digital Environment initiative in the UK aims to include these remote sensing data in the effort of forecasting and mitigating hazards across the UK.
However, analyses of low coherence areas (e.g. forested and vegetated areas) with conventional InSAR methodologies are difficult to perform due to the limiting factor of temporal and geometric decorrelation. Even the application of the permanent scatterer (PS) technique may not be successful when there is a low density of stable radar targets. Using artificial reflectors with high radar cross section (RCS) can be a way of overcome this limitation and achieve measurements with a good signal-to-clutter ratio (SCR).
In order to be able to include Sentinel-1 data in the UK’s Digital Environment it is important to understand the advantages and limitations of these observations and interpret them appropriately. The Hollin Hill landslide observatory in North Yorkshire is used by the British Geological Survey in their efforts to understand landslide processes, and to trial new technologies and methodologies for slope stability characterisation and monitoring.
We present InSAR results of the Hollin Hill landslide where a variety of ground-based geophysical measurements (e.g. GPS, Electric resistivity tomography, meteorological observations) are available for comparison with InSAR data. We use Sentinel-1 InSAR data acquired between Oct 2015 and Jan 2021 to study the behaviour of this landslide. We find that the Line of Sight component of the down-slope movement is 2.7 mm/yr in the descending track, and 7.5-7.7 mm/yr in the ascending track. The InSAR measurements also highlight the seasonal behaviour of this landslide.
In July 2019 six corner reflectors were installed to improve the coherence of the InSAR measurements, especially in the ascending acquisition mode. We present comparison with ground-based measurements such as the movement recorded by the GPS measurements of the pegs of the ERT survey or the moisture recorded by the various instruments at the site, and show the improvement introduced by the corner reflectors.
In addition we present results of an experiment that explores the use of smaller corner reflectors for potential urban applications of infrastructure monitoring. A single corner reflector needs to be at least ~67cm wide and tall to be seen by the Sentinel-1 satellites. We show that by placing 4 reflectors with 33cm dimensions in the same pixel coherent signal can be acquired. It is feasible to install small reflectors on bridges, tall buildings, or incorporate “corner-like” features in newly built structures,but care needs to be taken on the precise spacing of the reflectors to avoid destructive interference. Continuous monitoring of infrastructure with remote sensing and machine learning can alert to potential failures where further investigation is needed.
How to cite: Kelevitz, K., Chambers, J. E., Boyd, J., Novellino, A., Jordan, C., Biggs, J., Selvakumaran, S., Hooper, A., and Wright, T. J.: Using corner reflectors for enhancing landslide and infrastructure monitoring in the UK, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5133, https://doi.org/10.5194/egusphere-egu21-5133, 2021.
Please decide on your access
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
With the advances of ESA’s Sentinel-1 InSAR (Interferometric Synthetic Aperture Radar) mission there are freely available remote sensing ground deformation observations all over the globe that allows continuous monitoring of natural hazards and structural instabilities. The Digital Environment initiative in the UK aims to include these remote sensing data in the effort of forecasting and mitigating hazards across the UK.
However, analyses of low coherence areas (e.g. forested and vegetated areas) with conventional InSAR methodologies are difficult to perform due to the limiting factor of temporal and geometric decorrelation. Even the application of the permanent scatterer (PS) technique may not be successful when there is a low density of stable radar targets. Using artificial reflectors with high radar cross section (RCS) can be a way of overcome this limitation and achieve measurements with a good signal-to-clutter ratio (SCR).
In order to be able to include Sentinel-1 data in the UK’s Digital Environment it is important to understand the advantages and limitations of these observations and interpret them appropriately. The Hollin Hill landslide observatory in North Yorkshire is used by the British Geological Survey in their efforts to understand landslide processes, and to trial new technologies and methodologies for slope stability characterisation and monitoring.
We present InSAR results of the Hollin Hill landslide where a variety of ground-based geophysical measurements (e.g. GPS, Electric resistivity tomography, meteorological observations) are available for comparison with InSAR data. We use Sentinel-1 InSAR data acquired between Oct 2015 and Jan 2021 to study the behaviour of this landslide. We find that the Line of Sight component of the down-slope movement is 2.7 mm/yr in the descending track, and 7.5-7.7 mm/yr in the ascending track. The InSAR measurements also highlight the seasonal behaviour of this landslide.
In July 2019 six corner reflectors were installed to improve the coherence of the InSAR measurements, especially in the ascending acquisition mode. We present comparison with ground-based measurements such as the movement recorded by the GPS measurements of the pegs of the ERT survey or the moisture recorded by the various instruments at the site, and show the improvement introduced by the corner reflectors.
In addition we present results of an experiment that explores the use of smaller corner reflectors for potential urban applications of infrastructure monitoring. A single corner reflector needs to be at least ~67cm wide and tall to be seen by the Sentinel-1 satellites. We show that by placing 4 reflectors with 33cm dimensions in the same pixel coherent signal can be acquired. It is feasible to install small reflectors on bridges, tall buildings, or incorporate “corner-like” features in newly built structures,but care needs to be taken on the precise spacing of the reflectors to avoid destructive interference. Continuous monitoring of infrastructure with remote sensing and machine learning can alert to potential failures where further investigation is needed.
How to cite: Kelevitz, K., Chambers, J. E., Boyd, J., Novellino, A., Jordan, C., Biggs, J., Selvakumaran, S., Hooper, A., and Wright, T. J.: Using corner reflectors for enhancing landslide and infrastructure monitoring in the UK, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5133, https://doi.org/10.5194/egusphere-egu21-5133, 2021.
EGU21-12368 | vPICO presentations | NH3.6
Semi-automated assessment of geological phenomena of Active Deformation Areas (ADA) detected by radar interferometry in Alt Urgell and Cerdanya, Catalonia (Spain)Ivan Fabregat, Jaume Casanovas, Jordi Marturià, Pere Buxó, and Anna Barra
Geological hazards related to ground movements are difficult to assess at a regional scale due the lack of detailed information on the occurrence of the phenomena and the large number of potential vulnerable elements in the territory. Therefore, progress in analyzes at the regional scale can be a very useful tool for risk management.
This work, developed in the Alt Urgell and La Cerdanya counties (Catalunya, NE Spain) has served as the basis for the geological risk identification associated with ground movements. The methodology is based on the use of the Active Deformation Areas (ADA) detected by medium resolution radar satellite interferometry (Sentinel-1A and Sentinel-1B). The goal is to obtain a quick and semi-automatically classification of the ADAs according to the probable geological phenomena origin (landslides, rockfalls and subsidence).
This ADA classification is based on current data (DTM and geology) and easy to implement with GIS, takes in account: (i), landslide inventories, to allow the direct validation of the geological phenomenon; (ii) geology -information of the geological units type-; (iii) slope terrain -morphology-, determines the classification of the movement cause, depending on the slope, they are more or less prone to the generation of geological phenomena (e.g. slopes <35º: landslides); and (iv) land uses, determines the potential impact on vulnerable areas (e.g. high, in urbanized areas; low, in natural environments). This methodology provides an ADA first geological susceptibility categorization that allows optimizing and prioritizing efforts in detailed geological and geomorphological characterization works.
The clustering of scattering points gave a result of 361 ADA (over an area of around 2,000 km2), 145 was classified as potentially generated by a geological phenomenon (126 susceptible to landslides, 7 as rockfalls, 7 as subsidence and 5 as landslides or rockfalls) and 215 were classified as other causes.
Ideally, validation is based on contrasting the ADA with actual inventory data. However, the lack of complete and exhaustive inventories require validation based on classic methods such as photointerpretation and field work. All areas were checked by means of geomorphological analysis to ensure their susceptibility: 143 has identified as caused by geological phenomena, 153 has related with geological depositional process (rocky ground) and 65 has discarded.
This work has been supported by the European Commission under the Interreg V-A-POCTEFA programme (grant no. Mompa – EFA295/19).
How to cite: Fabregat, I., Casanovas, J., Marturià, J., Buxó, P., and Barra, A.: Semi-automated assessment of geological phenomena of Active Deformation Areas (ADA) detected by radar interferometry in Alt Urgell and Cerdanya, Catalonia (Spain), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12368, https://doi.org/10.5194/egusphere-egu21-12368, 2021.
Geological hazards related to ground movements are difficult to assess at a regional scale due the lack of detailed information on the occurrence of the phenomena and the large number of potential vulnerable elements in the territory. Therefore, progress in analyzes at the regional scale can be a very useful tool for risk management.
This work, developed in the Alt Urgell and La Cerdanya counties (Catalunya, NE Spain) has served as the basis for the geological risk identification associated with ground movements. The methodology is based on the use of the Active Deformation Areas (ADA) detected by medium resolution radar satellite interferometry (Sentinel-1A and Sentinel-1B). The goal is to obtain a quick and semi-automatically classification of the ADAs according to the probable geological phenomena origin (landslides, rockfalls and subsidence).
This ADA classification is based on current data (DTM and geology) and easy to implement with GIS, takes in account: (i), landslide inventories, to allow the direct validation of the geological phenomenon; (ii) geology -information of the geological units type-; (iii) slope terrain -morphology-, determines the classification of the movement cause, depending on the slope, they are more or less prone to the generation of geological phenomena (e.g. slopes <35º: landslides); and (iv) land uses, determines the potential impact on vulnerable areas (e.g. high, in urbanized areas; low, in natural environments). This methodology provides an ADA first geological susceptibility categorization that allows optimizing and prioritizing efforts in detailed geological and geomorphological characterization works.
The clustering of scattering points gave a result of 361 ADA (over an area of around 2,000 km2), 145 was classified as potentially generated by a geological phenomenon (126 susceptible to landslides, 7 as rockfalls, 7 as subsidence and 5 as landslides or rockfalls) and 215 were classified as other causes.
Ideally, validation is based on contrasting the ADA with actual inventory data. However, the lack of complete and exhaustive inventories require validation based on classic methods such as photointerpretation and field work. All areas were checked by means of geomorphological analysis to ensure their susceptibility: 143 has identified as caused by geological phenomena, 153 has related with geological depositional process (rocky ground) and 65 has discarded.
This work has been supported by the European Commission under the Interreg V-A-POCTEFA programme (grant no. Mompa – EFA295/19).
How to cite: Fabregat, I., Casanovas, J., Marturià, J., Buxó, P., and Barra, A.: Semi-automated assessment of geological phenomena of Active Deformation Areas (ADA) detected by radar interferometry in Alt Urgell and Cerdanya, Catalonia (Spain), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12368, https://doi.org/10.5194/egusphere-egu21-12368, 2021.
EGU21-12693 | vPICO presentations | NH3.6
Four years of InSAR time series analysis reveals an unprecedent inventory of active DSGSD in the Western AlpsPauline André, Marie-Pierre Doin, Marguerite Mathey, Swann Zerathe, Riccardo Vassallo, and Stéphane Baize
Based on geomorphological criteria, large-scale slow gravitational deformation affecting entire mountain flank, often being referred as Deep-Seated Gravitational Slope Deformation (DSGSD), have been shown to affect most of the reliefs worldwide. For instance in the European Alps, these deformation patterns were identified in several areas such as the Aosta Valley (Martinotti et al., 2011) or the Mercantour massif (Jomard, 2006). DSGSD inventories based on visual interpretation of scarps and field mapping were then compiled (e.g. Crosta et al., 2013) revealing the widespread occurrence of DSGSD. However, many aspects of these large-scale gravitational processes remain unclear and in particular their present-day activity and temporal evolution remain largely unknown.
The present study aims at characterizing the spatial extent of DSGSD, and their velocity, at the scale of Western Alps through InSAR time series analysis using NSBAS processing chain (Doin et al., 2001). We used the whole SAR Sentinel-1 archive, between 2014 and 2018, with an acquisition every 6 days, on an ascending track. The processing was adapted to fit the specific conditions of the Alps (seasonal snow cover, strong local relief, vegetation and strong atmospheric heterogeneities). In particular we implemented a correction using the ERA 5 weather model and we used snow masks in winter allowing to select long temporal baseline interferograms with as little snow as possible. As we specifically aim to study deformation patterns at the scale of valley flanks, an average high-pass filter on moving subwindows has been applied to the interferograms prior to the implementation of time-serie inversions. This step strongly reduced the impact of residual atmospheric delays.
The resulting velocity map in the line of sight (LOS) of the satellite reveals ubiquitous gravitational deformation patterns over the whole Western Alps, with localized patches of moving slopes showing sharp discontinuities with stable surrounding areas. We used radar geometry and InSAR measurement quality factors as indicators to identify the most trusted areas and to extract an inventory of potential DSGSD with their spatial extent. Doing so, we identified more than two thousands slowly deforming areas characterized by LOS velocities from 4 to 20 mm/year. We then compared the geometries of our “InSAR-detected-deforming-slopes” with previously published DSGSD inventories. Good agreements were found for example in the Aosta valley where most of the deforming areas from our velocity map are falling into the DSGSD outlines of Crosta et al. (2013). Currently, we continue to investigate the potential of this large-scale velocity map for DSGSD understanding and we plan to use artificial intelligence to search for possible generic properties between the detected sites.
How to cite: André, P., Doin, M.-P., Mathey, M., Zerathe, S., Vassallo, R., and Baize, S.: Four years of InSAR time series analysis reveals an unprecedent inventory of active DSGSD in the Western Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12693, https://doi.org/10.5194/egusphere-egu21-12693, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Based on geomorphological criteria, large-scale slow gravitational deformation affecting entire mountain flank, often being referred as Deep-Seated Gravitational Slope Deformation (DSGSD), have been shown to affect most of the reliefs worldwide. For instance in the European Alps, these deformation patterns were identified in several areas such as the Aosta Valley (Martinotti et al., 2011) or the Mercantour massif (Jomard, 2006). DSGSD inventories based on visual interpretation of scarps and field mapping were then compiled (e.g. Crosta et al., 2013) revealing the widespread occurrence of DSGSD. However, many aspects of these large-scale gravitational processes remain unclear and in particular their present-day activity and temporal evolution remain largely unknown.
The present study aims at characterizing the spatial extent of DSGSD, and their velocity, at the scale of Western Alps through InSAR time series analysis using NSBAS processing chain (Doin et al., 2001). We used the whole SAR Sentinel-1 archive, between 2014 and 2018, with an acquisition every 6 days, on an ascending track. The processing was adapted to fit the specific conditions of the Alps (seasonal snow cover, strong local relief, vegetation and strong atmospheric heterogeneities). In particular we implemented a correction using the ERA 5 weather model and we used snow masks in winter allowing to select long temporal baseline interferograms with as little snow as possible. As we specifically aim to study deformation patterns at the scale of valley flanks, an average high-pass filter on moving subwindows has been applied to the interferograms prior to the implementation of time-serie inversions. This step strongly reduced the impact of residual atmospheric delays.
The resulting velocity map in the line of sight (LOS) of the satellite reveals ubiquitous gravitational deformation patterns over the whole Western Alps, with localized patches of moving slopes showing sharp discontinuities with stable surrounding areas. We used radar geometry and InSAR measurement quality factors as indicators to identify the most trusted areas and to extract an inventory of potential DSGSD with their spatial extent. Doing so, we identified more than two thousands slowly deforming areas characterized by LOS velocities from 4 to 20 mm/year. We then compared the geometries of our “InSAR-detected-deforming-slopes” with previously published DSGSD inventories. Good agreements were found for example in the Aosta valley where most of the deforming areas from our velocity map are falling into the DSGSD outlines of Crosta et al. (2013). Currently, we continue to investigate the potential of this large-scale velocity map for DSGSD understanding and we plan to use artificial intelligence to search for possible generic properties between the detected sites.
How to cite: André, P., Doin, M.-P., Mathey, M., Zerathe, S., Vassallo, R., and Baize, S.: Four years of InSAR time series analysis reveals an unprecedent inventory of active DSGSD in the Western Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12693, https://doi.org/10.5194/egusphere-egu21-12693, 2021.
EGU21-28 | vPICO presentations | NH3.6
Ground motion detection in Central South Asturias (N Spain) by using Sentinel-1 SAR dataJose Cuervas-Mons, María José Domínguez-Cuesta, Félix Mateos-Redondo, Oriol Monserrat, and Anna Barra
In this work, the A-DInSAR techniques are applied in a mountainous area located in the Central South of Asturias (N Spain), where there are significant landslide and subsidence phenomena. The main aim of this study is detecting and analysing ground deformations associated to slope instabilities and subsidence processes. For this, 113 SAR images, provided by Sentinel-1A/B between January 2018 and February 2020, were acquired and processed by means of PSIG software (developed by the Geomatics Division of the CTTC). The results show a velocity range between -18.4 and 10.0 mm/year, and minimum and maximum accumulated ground displacements of -35.0 and 17.5 mm. This study has made possible to differentiate local sectors with recent deformation related to landslide incidence, urban/mining subsidence, and land recuperation due to aquifer recharge. This work corroborates the reliability and usefulness of the A-DInSAR processing as a powerful tool in the study and analysis of geological hazards on regional and local scales using Sentinel-1 data collection, showing also the high difficulty of processing mountainous areas with few urban sectors.
How to cite: Cuervas-Mons, J., Domínguez-Cuesta, M. J., Mateos-Redondo, F., Monserrat, O., and Barra, A.: Ground motion detection in Central South Asturias (N Spain) by using Sentinel-1 SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-28, https://doi.org/10.5194/egusphere-egu21-28, 2021.
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In this work, the A-DInSAR techniques are applied in a mountainous area located in the Central South of Asturias (N Spain), where there are significant landslide and subsidence phenomena. The main aim of this study is detecting and analysing ground deformations associated to slope instabilities and subsidence processes. For this, 113 SAR images, provided by Sentinel-1A/B between January 2018 and February 2020, were acquired and processed by means of PSIG software (developed by the Geomatics Division of the CTTC). The results show a velocity range between -18.4 and 10.0 mm/year, and minimum and maximum accumulated ground displacements of -35.0 and 17.5 mm. This study has made possible to differentiate local sectors with recent deformation related to landslide incidence, urban/mining subsidence, and land recuperation due to aquifer recharge. This work corroborates the reliability and usefulness of the A-DInSAR processing as a powerful tool in the study and analysis of geological hazards on regional and local scales using Sentinel-1 data collection, showing also the high difficulty of processing mountainous areas with few urban sectors.
How to cite: Cuervas-Mons, J., Domínguez-Cuesta, M. J., Mateos-Redondo, F., Monserrat, O., and Barra, A.: Ground motion detection in Central South Asturias (N Spain) by using Sentinel-1 SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-28, https://doi.org/10.5194/egusphere-egu21-28, 2021.
EGU21-5493 | vPICO presentations | NH3.6
Refined InSAR landslides deformation monitoring with tropospheric delay correction using multi-temporal moving-window linear modelYian Wang, Jie Dong, lu Zhang, Mingsheng Liao, and Jianya Gong
SAR Interferometry (InSAR) has been proven to be effective for measuring landslides deformation. However, the accuracy of InSAR application of landslide mapping and monitoring is limited by the complex atmospheric distortion in alpine valley areas. The sparse external atmospheric data cannot accurately reflect the complex heterogeneous atmosphere in alpine valley areas. The conventional atmospheric delay corrections based on InSAR phase are weakened by the presence of confounding signals (e.g., tropospheric delays, deformation signals, and topographic errors) and spatial heterogeneity of the troposphere.
In this study, we propose the multi-temporal moving-window linear model to estimate the stratified tropospheric delay. The linear relationship between the multi-temporal interferometric phases and the local terrain is estimated using moving windows and then we retrieve the vertical stratified atmospheric phase over the whole scene. Taking into account the deformation information and phase unwrapping errors, the model is solved by an iterative robust estimation algorithm weighted by both deformation rates and residual unwrapping phases.
We first compared our model with four other InSAR atmospheric delay correction methods: traditional empirical linear model, REA5 numerical atmospheric model, GACOS, and temporal/spatial filtering method. The results demonstrated that our proposed model has the best performance on atmospheric delay correction over the reservoir of the Lianghekou hydropower station using Sentinel-1 datasets. Meanwhile, our model was less affected by randomly turbulent phase and phase unwrapping errors, which significantly improves the accuracy of landslide deformation detection and monitoring.
Then, we integrated the multi-temporal moving window atmospheric delay correction model into the STAMPS-SBAS program. The high-precision wide-area time series deformation over the reservoir area can be obtained through iterating phase unwrapping and atmospheric delay correction. In particular, the phase unwrapping errors were gradually corrected during the iteration process. The improvement of the proposed model on the landslide investigations was validated through using UAV images and field surveys. Some landslides that have not been identified in the traditional time-series InSAR results can be identified after atmospheric delay correction by the proposed model.
How to cite: Wang, Y., Dong, J., Zhang, L., Liao, M., and Gong, J.: Refined InSAR landslides deformation monitoring with tropospheric delay correction using multi-temporal moving-window linear model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5493, https://doi.org/10.5194/egusphere-egu21-5493, 2021.
SAR Interferometry (InSAR) has been proven to be effective for measuring landslides deformation. However, the accuracy of InSAR application of landslide mapping and monitoring is limited by the complex atmospheric distortion in alpine valley areas. The sparse external atmospheric data cannot accurately reflect the complex heterogeneous atmosphere in alpine valley areas. The conventional atmospheric delay corrections based on InSAR phase are weakened by the presence of confounding signals (e.g., tropospheric delays, deformation signals, and topographic errors) and spatial heterogeneity of the troposphere.
In this study, we propose the multi-temporal moving-window linear model to estimate the stratified tropospheric delay. The linear relationship between the multi-temporal interferometric phases and the local terrain is estimated using moving windows and then we retrieve the vertical stratified atmospheric phase over the whole scene. Taking into account the deformation information and phase unwrapping errors, the model is solved by an iterative robust estimation algorithm weighted by both deformation rates and residual unwrapping phases.
We first compared our model with four other InSAR atmospheric delay correction methods: traditional empirical linear model, REA5 numerical atmospheric model, GACOS, and temporal/spatial filtering method. The results demonstrated that our proposed model has the best performance on atmospheric delay correction over the reservoir of the Lianghekou hydropower station using Sentinel-1 datasets. Meanwhile, our model was less affected by randomly turbulent phase and phase unwrapping errors, which significantly improves the accuracy of landslide deformation detection and monitoring.
Then, we integrated the multi-temporal moving window atmospheric delay correction model into the STAMPS-SBAS program. The high-precision wide-area time series deformation over the reservoir area can be obtained through iterating phase unwrapping and atmospheric delay correction. In particular, the phase unwrapping errors were gradually corrected during the iteration process. The improvement of the proposed model on the landslide investigations was validated through using UAV images and field surveys. Some landslides that have not been identified in the traditional time-series InSAR results can be identified after atmospheric delay correction by the proposed model.
How to cite: Wang, Y., Dong, J., Zhang, L., Liao, M., and Gong, J.: Refined InSAR landslides deformation monitoring with tropospheric delay correction using multi-temporal moving-window linear model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5493, https://doi.org/10.5194/egusphere-egu21-5493, 2021.
EGU21-15677 | vPICO presentations | NH3.6
Integration of InSAR and ground-based geophysical measurements to study an area prone to quick-clay landslide in SwedenAlireza Malehmir, Mehdi Darvishi, and Faramarz Nilfouroushan
Landslides and floods are the two most important geohazards in Sweden. Due to the climate change effects, it is believed that the risk of occurring these geohazards will increase in Sweden causing for example the land to become more prone to landslides. Additionally, due to the isostatic uplift caused by the retreating of the ice sheet, approximately 10,000 years ago, marine sediments involving marine clays have become exposed above sea level in Scandinavia. Infiltration of fresh water has (and is) leached the salt from the pores within the marine clays leading to the formation a special kind of clay known as the quick clay in the northern countries. These glacial clays and postglacial silts cause more ground surface instability and become slops more prone to trigger landslides, which is the case for concentration of the most landslides in the southwest of Sweden. Hence, quick-clay landslides are common geohazards in Nordic countries, which potentially could cause a considerable economical and live cost. The most recent Gjerdurm landslide in Norway was of this kind quick-clay related.
In recent years, an area close to the Göta River of southeast of Sweden has been the subject of numerous surface and airborne geophysical surveys for detailed subsurface mapping and delineation of the quick-clay and sediments hosting them including the very undulating the crystalline bedrock. These existing studies including access to borehole observations and geotechnical studies motivated us to study also long-term surface deformation in order to study climate effects, erosion, precipitation and underlying quick-clay presence in this area and neighboring regions. We employed radar data with Syntenic Aperture Radar (SAR) interferometry techniques. To this end, Sentinel-1 data from 2015 to 2019 were processed with the Small BAsline Subset (SBAS) technique to estimate time-series displacements and to generate deformation map for that region. The initial results show that the heterogenous deformation observed in the study area with maximum subsidence rate of -22 mm/yr. The deforming areas appear to be located on regions with the thickest column of the clay near the river where we anticipate also thicker quick-clay layers present. The quick-clays in this region overlie a thick (ca. 20 m) coarse-grained layer interpreted from the surface geophysical measurements to be associated with the formation and triggering of quick-clays in the area. With such a large surface deformation and the underling geology, we observe two phenomena in the study. A possible sudden risk of quick-clay landslide but also a long-term creeping of clays and destabilizing effect that may accelerate erosion at the river bank causing more landslides in the future. The cause of the large deformation is still unclear and will be investigated together with hydrogeological and geophysical data available in the study. This study however provides compelling evidence of major surface deformation that should be considered for long-term risk mitigation and planning.
How to cite: Malehmir, A., Darvishi, M., and Nilfouroushan, F.: Integration of InSAR and ground-based geophysical measurements to study an area prone to quick-clay landslide in Sweden, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15677, https://doi.org/10.5194/egusphere-egu21-15677, 2021.
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Landslides and floods are the two most important geohazards in Sweden. Due to the climate change effects, it is believed that the risk of occurring these geohazards will increase in Sweden causing for example the land to become more prone to landslides. Additionally, due to the isostatic uplift caused by the retreating of the ice sheet, approximately 10,000 years ago, marine sediments involving marine clays have become exposed above sea level in Scandinavia. Infiltration of fresh water has (and is) leached the salt from the pores within the marine clays leading to the formation a special kind of clay known as the quick clay in the northern countries. These glacial clays and postglacial silts cause more ground surface instability and become slops more prone to trigger landslides, which is the case for concentration of the most landslides in the southwest of Sweden. Hence, quick-clay landslides are common geohazards in Nordic countries, which potentially could cause a considerable economical and live cost. The most recent Gjerdurm landslide in Norway was of this kind quick-clay related.
In recent years, an area close to the Göta River of southeast of Sweden has been the subject of numerous surface and airborne geophysical surveys for detailed subsurface mapping and delineation of the quick-clay and sediments hosting them including the very undulating the crystalline bedrock. These existing studies including access to borehole observations and geotechnical studies motivated us to study also long-term surface deformation in order to study climate effects, erosion, precipitation and underlying quick-clay presence in this area and neighboring regions. We employed radar data with Syntenic Aperture Radar (SAR) interferometry techniques. To this end, Sentinel-1 data from 2015 to 2019 were processed with the Small BAsline Subset (SBAS) technique to estimate time-series displacements and to generate deformation map for that region. The initial results show that the heterogenous deformation observed in the study area with maximum subsidence rate of -22 mm/yr. The deforming areas appear to be located on regions with the thickest column of the clay near the river where we anticipate also thicker quick-clay layers present. The quick-clays in this region overlie a thick (ca. 20 m) coarse-grained layer interpreted from the surface geophysical measurements to be associated with the formation and triggering of quick-clays in the area. With such a large surface deformation and the underling geology, we observe two phenomena in the study. A possible sudden risk of quick-clay landslide but also a long-term creeping of clays and destabilizing effect that may accelerate erosion at the river bank causing more landslides in the future. The cause of the large deformation is still unclear and will be investigated together with hydrogeological and geophysical data available in the study. This study however provides compelling evidence of major surface deformation that should be considered for long-term risk mitigation and planning.
How to cite: Malehmir, A., Darvishi, M., and Nilfouroushan, F.: Integration of InSAR and ground-based geophysical measurements to study an area prone to quick-clay landslide in Sweden, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15677, https://doi.org/10.5194/egusphere-egu21-15677, 2021.
EGU21-15756 | vPICO presentations | NH3.6
Spatiotemporal ICA/PCA decomposition of optical displacement field stacks: perspective for landslide time series inversionFloriane Provost and Jean-Philippe Malet
Monitoring ground surface motion is a key information to locate active landslides and possibly detect failure onsets but also to better understand their mechanical behavior in relation with environmental forcing. In-situ and remote technologies are available to provide measures of the ground displacement with different advantages and limitations (in terms of spatial coverage, sampling frequency, etc.). Image matching techniques have been commonly used to detect and measure landslide acceleration but this is often limited to a small amount of images. In the recent years, the number of optical satellite constellations have significantly increased providing global coverage with a frequent revisit time at medium to high spatial resolution and an open access policy (e.g. Sentinel 2, Landsat 7/8). These datasets present new perspectives for the monitoring of slow (cm/day) to moderate (m/month) landslide motion and poses challenges to discriminate between the different spatio-temporal sources (e.g. rainfall correlated signal, noise, seasonal signal, etc.) present in the time -series.
We investigate the use of spatiotemporal ICA/PCA decomposition on optical displacement stacks of landslide areas. The main goal aims at testing 1) the capability of ICA/PCA analysis to detect relevant deformation deformation sources in the case of landslide monitoring and 2) the possibility to improve the time-series inversion of landslide motion by removing spatiotemporal sources that can result from seasonal sun exposition or geometric inaccuracies. We use the MPIC-OPT-Slide service of the GeoHazards Exploitation Platform (GEP) to compute several correlograms and displacement fields (>500 per site) from Sentinel-2 acquisitions on the slow-moving La Valette landslide (Alpes-de-Haute-Provence, France) and the moderately-moving Aiguilles-Pas de l’Ours landslide (Hautes-Alpes, France). We show that in case of steady-state deformation, the noise can be significantly removed around the active parts of the slope. In the case of more complex deformation evolution, pertinent sources can be manually isolated but the choice of the number of sources and their automatic selection remain challenging.
How to cite: Provost, F. and Malet, J.-P.: Spatiotemporal ICA/PCA decomposition of optical displacement field stacks: perspective for landslide time series inversion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15756, https://doi.org/10.5194/egusphere-egu21-15756, 2021.
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Monitoring ground surface motion is a key information to locate active landslides and possibly detect failure onsets but also to better understand their mechanical behavior in relation with environmental forcing. In-situ and remote technologies are available to provide measures of the ground displacement with different advantages and limitations (in terms of spatial coverage, sampling frequency, etc.). Image matching techniques have been commonly used to detect and measure landslide acceleration but this is often limited to a small amount of images. In the recent years, the number of optical satellite constellations have significantly increased providing global coverage with a frequent revisit time at medium to high spatial resolution and an open access policy (e.g. Sentinel 2, Landsat 7/8). These datasets present new perspectives for the monitoring of slow (cm/day) to moderate (m/month) landslide motion and poses challenges to discriminate between the different spatio-temporal sources (e.g. rainfall correlated signal, noise, seasonal signal, etc.) present in the time -series.
We investigate the use of spatiotemporal ICA/PCA decomposition on optical displacement stacks of landslide areas. The main goal aims at testing 1) the capability of ICA/PCA analysis to detect relevant deformation deformation sources in the case of landslide monitoring and 2) the possibility to improve the time-series inversion of landslide motion by removing spatiotemporal sources that can result from seasonal sun exposition or geometric inaccuracies. We use the MPIC-OPT-Slide service of the GeoHazards Exploitation Platform (GEP) to compute several correlograms and displacement fields (>500 per site) from Sentinel-2 acquisitions on the slow-moving La Valette landslide (Alpes-de-Haute-Provence, France) and the moderately-moving Aiguilles-Pas de l’Ours landslide (Hautes-Alpes, France). We show that in case of steady-state deformation, the noise can be significantly removed around the active parts of the slope. In the case of more complex deformation evolution, pertinent sources can be manually isolated but the choice of the number of sources and their automatic selection remain challenging.
How to cite: Provost, F. and Malet, J.-P.: Spatiotemporal ICA/PCA decomposition of optical displacement field stacks: perspective for landslide time series inversion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15756, https://doi.org/10.5194/egusphere-egu21-15756, 2021.
EGU21-10627 | vPICO presentations | NH3.6
When image correlation is needed: combining very dense radar-amplitude and optical times series for unravelling the complex dynamics of a not so slow slow-moving landslide in the tropicsAntoine Dille, François Kervyn, Alexander Handwerger, Nicolas d’Oreye, Dominique Derauw, Toussaint Mugaruka Bibentyo, Sergey Samsonov, Jean-Philippe Malet, Matthieu Kervyn, and Olivier Dewitte
Slow-moving landslides exhibit persistent but non-uniform motion at low rates which makes them exceptional natural laboratories to study the mechanisms that control the dynamics of unstable hillslopes. Here we leverage 4.5+ years of satellite-based radar and optical remote sensing data to quantify the kinematics of a slow-moving landslide in the tropical rural environment of the Kivu Rift, with unprecedented high spatial and temporal resolution. We measure landslide motion using sub-pixel image correlation methods and invert these data into dense time series that capture weekly to multi-year changes in landslide kinematics. We cross-validate and compare our satellite-based results with very-high-resolution Unoccupied Aircraft System topographic datasets, and explore how rainfall, simulated pore-water pressure, and nearby earthquakes control the overall landslide behaviour. The landslide exhibited seasonal and multi-year velocity variations that varied across the landslide kinematic units. While rainfall-induced changes in pore-water pressure exerts a primary control on the landslide motion, these alone cannot explain the observed variability in landslide behaviour. We suggest instead that the observed landslide kinematics result from internal landslide dynamics, such as extension, compression, material redistribution, and interactions within and between kinematic units. Our study provides, a rare, detailed overview of the deformation pattern of a landslide located in a tropical environment. In addition, our work highlights the viability of sub-pixel image correlation with long time series of radar-amplitude satellite data to quantify surface deformation in tropical environments where optical data is limited by persistent cloud cover and emphasize the importance of exploiting synergies between multiple types of data to capture the complex kinematic pattern of landslides.
How to cite: Dille, A., Kervyn, F., Handwerger, A., d’Oreye, N., Derauw, D., Mugaruka Bibentyo, T., Samsonov, S., Malet, J.-P., Kervyn, M., and Dewitte, O.: When image correlation is needed: combining very dense radar-amplitude and optical times series for unravelling the complex dynamics of a not so slow slow-moving landslide in the tropics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10627, https://doi.org/10.5194/egusphere-egu21-10627, 2021.
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Slow-moving landslides exhibit persistent but non-uniform motion at low rates which makes them exceptional natural laboratories to study the mechanisms that control the dynamics of unstable hillslopes. Here we leverage 4.5+ years of satellite-based radar and optical remote sensing data to quantify the kinematics of a slow-moving landslide in the tropical rural environment of the Kivu Rift, with unprecedented high spatial and temporal resolution. We measure landslide motion using sub-pixel image correlation methods and invert these data into dense time series that capture weekly to multi-year changes in landslide kinematics. We cross-validate and compare our satellite-based results with very-high-resolution Unoccupied Aircraft System topographic datasets, and explore how rainfall, simulated pore-water pressure, and nearby earthquakes control the overall landslide behaviour. The landslide exhibited seasonal and multi-year velocity variations that varied across the landslide kinematic units. While rainfall-induced changes in pore-water pressure exerts a primary control on the landslide motion, these alone cannot explain the observed variability in landslide behaviour. We suggest instead that the observed landslide kinematics result from internal landslide dynamics, such as extension, compression, material redistribution, and interactions within and between kinematic units. Our study provides, a rare, detailed overview of the deformation pattern of a landslide located in a tropical environment. In addition, our work highlights the viability of sub-pixel image correlation with long time series of radar-amplitude satellite data to quantify surface deformation in tropical environments where optical data is limited by persistent cloud cover and emphasize the importance of exploiting synergies between multiple types of data to capture the complex kinematic pattern of landslides.
How to cite: Dille, A., Kervyn, F., Handwerger, A., d’Oreye, N., Derauw, D., Mugaruka Bibentyo, T., Samsonov, S., Malet, J.-P., Kervyn, M., and Dewitte, O.: When image correlation is needed: combining very dense radar-amplitude and optical times series for unravelling the complex dynamics of a not so slow slow-moving landslide in the tropics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10627, https://doi.org/10.5194/egusphere-egu21-10627, 2021.
EGU21-14194 | vPICO presentations | NH3.6
Image stereoscopic models for the advanced analysis of landslide deformation and thicknessMathilde Desrues, Renaud Toussaint, and Jean-Philippe Malet
The analysis of surface displacement and velocity fields from time series of terrestrial optical images is a useful tool for monitoring gravitational instabilities. It allows to define the state of instability of the slope, its evolution in time, its spatial coverage and to identify if the movement is progressing. Other types of information can also be extracted from landslide surface velocity fields such as the tangential and normal deformation or the strain fields that highlight areas of compression/extension (Travelletti et al., 2014) that can even allow to assess the mechanical properties of the moving mass (Baum et al., 1998). However, applying such advanced approaches necessitates to be able to compute the 3D displacements and deconvolute the normal and tangential displacements.
Landslide ground motion can be measured by various geodetic techniques either in-situ and point-based, or remote and giving access to spatially distributed information. In this study, we privileged a low-cost remote sensing method based on the use of a Single Lens Reflex (SLR) cameras. We acquired data at high frequency (i.e., time-lapse photography) from two fixed cameras at the Montgombert landslide.
The velocity fields were extracted from a time series of 13 images by applying the TSM (Tracing Surface Motion; Desrues et al. 2019) code. To detect tangential and normal displacements, we developed a methodology to construct the 3D displacements directly from the correlation results from the pairwise combination of the two monoscopic velocity fields, and further conducted a deformation analysis.
To estimate the thickness of the moving mass from the 3D displacements derived from the stereoscopic optical images, we propose a methodology based on the law of mass conservation (i.e., displacement incompressible) by invoking the rheology of the material involved (Booth et al., 2013). In order to take into account, in this model, a more complex slip geometry, we introduced a disbonding parameter that marks the presence of a dislocation area at the top limit of the moving mass which traduces a non-zero velocity at the sliding surface.
We present the methodology of reconstruction of the 3D displacements with a stereoscopic approach and of estimation of the landslide thickness by applying them to the Montgombert use case (Savoie, French Alps). The calculated displacement fields are consistent with in-situ data and the estimated depths, suggesting a shallow sliding, are consistent with geotechnical information.
How to cite: Desrues, M., Toussaint, R., and Malet, J.-P.: Image stereoscopic models for the advanced analysis of landslide deformation and thickness, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14194, https://doi.org/10.5194/egusphere-egu21-14194, 2021.
The analysis of surface displacement and velocity fields from time series of terrestrial optical images is a useful tool for monitoring gravitational instabilities. It allows to define the state of instability of the slope, its evolution in time, its spatial coverage and to identify if the movement is progressing. Other types of information can also be extracted from landslide surface velocity fields such as the tangential and normal deformation or the strain fields that highlight areas of compression/extension (Travelletti et al., 2014) that can even allow to assess the mechanical properties of the moving mass (Baum et al., 1998). However, applying such advanced approaches necessitates to be able to compute the 3D displacements and deconvolute the normal and tangential displacements.
Landslide ground motion can be measured by various geodetic techniques either in-situ and point-based, or remote and giving access to spatially distributed information. In this study, we privileged a low-cost remote sensing method based on the use of a Single Lens Reflex (SLR) cameras. We acquired data at high frequency (i.e., time-lapse photography) from two fixed cameras at the Montgombert landslide.
The velocity fields were extracted from a time series of 13 images by applying the TSM (Tracing Surface Motion; Desrues et al. 2019) code. To detect tangential and normal displacements, we developed a methodology to construct the 3D displacements directly from the correlation results from the pairwise combination of the two monoscopic velocity fields, and further conducted a deformation analysis.
To estimate the thickness of the moving mass from the 3D displacements derived from the stereoscopic optical images, we propose a methodology based on the law of mass conservation (i.e., displacement incompressible) by invoking the rheology of the material involved (Booth et al., 2013). In order to take into account, in this model, a more complex slip geometry, we introduced a disbonding parameter that marks the presence of a dislocation area at the top limit of the moving mass which traduces a non-zero velocity at the sliding surface.
We present the methodology of reconstruction of the 3D displacements with a stereoscopic approach and of estimation of the landslide thickness by applying them to the Montgombert use case (Savoie, French Alps). The calculated displacement fields are consistent with in-situ data and the estimated depths, suggesting a shallow sliding, are consistent with geotechnical information.
How to cite: Desrues, M., Toussaint, R., and Malet, J.-P.: Image stereoscopic models for the advanced analysis of landslide deformation and thickness, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14194, https://doi.org/10.5194/egusphere-egu21-14194, 2021.
EGU21-12996 | vPICO presentations | NH3.6
Two extreme rain events over the Atacama Desert and their consequences on the surface: Insights from Change Vector Analysis applied to Landsat 8 OLI imageryLester Olivares, Teresa Jordan, William Philpot, and Rowena Lohman
In March of 2015 there was probably the most studied rain event that ever occurred in the Atacama Desert. Three days of heavy rain impacted the southern region, with peak amounts of 85 mm locally. Different approaches have been used to study this event, including field observations, isotopic analysis and examination of InSAR data. During February of 2019 there was another rain event in the northern Atacama Desert, during which over 160 mm of rain fell on the eastern part of the Atacama, and the influence on the surface is still unknown. This study examines both events. The two study areas have different relationships to the rain: the 2015 event is analyzed within the area in which it rained, whereas the 2019 study area is 60 km away from the heavy rain, connected by surface water drainage. Results of particular interest are the variable responses of the different types of surface materials (e.g., varying classes of terrain roughness and mineralogy) and the identification of locations of erosion and deposition.
We examine multispectral satellite imagery from the Landsat 8 satellite, an approach that has some advantages over other methods. Advantages include its free access, a longer historical record that may allow examination of more events, and the existence of observations at multiple wavelengths which allows evaluation of mineral phase changes due to the rain, vegetation increment and changes in the type of material.
In this work we apply Change Vector Analysis (CVA) (Bruzzone and Fernandez, 2000) to Landsat 8 OLI images to, first, validate the multispectral satellite CVA results using as ground truth the InSAR permanent coherence loss from the 2015 event. Then we apply the method to identify changes due to the 2019 rain event. We compared these results to our field observations.
Our results indicate that: 1) CVA applied to Landsat bracketing the 2015 rain event identifies the depositional and erosional areas, correlating well to permanent changes detected by InSAR coherence loss. 2) Surface materials react variably, and some categories of materials changed more due to a rain than others. 3) Spectral analysis and CVA do not detect mineralogic phase responses documented by surface data. 4) Wind driven changes were also detected in some areas. 5) Field observations reveal that erosion and deposition are always well identified by the algorithm as long as the extent of change is larger than the pixel size. 6) The distribution of changes is dependent on surface slope.
Reference
Lorenzo Bruzzone and Diego Fernández Prieto. Automatic Analysis of the Difference Image for Unsupervised Change Detection. Technical Report 3, 2000. DOI: 10.1109/36.843009
How to cite: Olivares, L., Jordan, T., Philpot, W., and Lohman, R.: Two extreme rain events over the Atacama Desert and their consequences on the surface: Insights from Change Vector Analysis applied to Landsat 8 OLI imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12996, https://doi.org/10.5194/egusphere-egu21-12996, 2021.
In March of 2015 there was probably the most studied rain event that ever occurred in the Atacama Desert. Three days of heavy rain impacted the southern region, with peak amounts of 85 mm locally. Different approaches have been used to study this event, including field observations, isotopic analysis and examination of InSAR data. During February of 2019 there was another rain event in the northern Atacama Desert, during which over 160 mm of rain fell on the eastern part of the Atacama, and the influence on the surface is still unknown. This study examines both events. The two study areas have different relationships to the rain: the 2015 event is analyzed within the area in which it rained, whereas the 2019 study area is 60 km away from the heavy rain, connected by surface water drainage. Results of particular interest are the variable responses of the different types of surface materials (e.g., varying classes of terrain roughness and mineralogy) and the identification of locations of erosion and deposition.
We examine multispectral satellite imagery from the Landsat 8 satellite, an approach that has some advantages over other methods. Advantages include its free access, a longer historical record that may allow examination of more events, and the existence of observations at multiple wavelengths which allows evaluation of mineral phase changes due to the rain, vegetation increment and changes in the type of material.
In this work we apply Change Vector Analysis (CVA) (Bruzzone and Fernandez, 2000) to Landsat 8 OLI images to, first, validate the multispectral satellite CVA results using as ground truth the InSAR permanent coherence loss from the 2015 event. Then we apply the method to identify changes due to the 2019 rain event. We compared these results to our field observations.
Our results indicate that: 1) CVA applied to Landsat bracketing the 2015 rain event identifies the depositional and erosional areas, correlating well to permanent changes detected by InSAR coherence loss. 2) Surface materials react variably, and some categories of materials changed more due to a rain than others. 3) Spectral analysis and CVA do not detect mineralogic phase responses documented by surface data. 4) Wind driven changes were also detected in some areas. 5) Field observations reveal that erosion and deposition are always well identified by the algorithm as long as the extent of change is larger than the pixel size. 6) The distribution of changes is dependent on surface slope.
Reference
Lorenzo Bruzzone and Diego Fernández Prieto. Automatic Analysis of the Difference Image for Unsupervised Change Detection. Technical Report 3, 2000. DOI: 10.1109/36.843009
How to cite: Olivares, L., Jordan, T., Philpot, W., and Lohman, R.: Two extreme rain events over the Atacama Desert and their consequences on the surface: Insights from Change Vector Analysis applied to Landsat 8 OLI imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12996, https://doi.org/10.5194/egusphere-egu21-12996, 2021.
EGU21-65 | vPICO presentations | NH3.6
Shallow landslide mapping using freely accessible images: a case study in the Ribeira Valley, BrazilHelen Cristina Dias, Daniel Hölbling, and Carlos Henrique Grohmann
Shallow landslide mapping is an important procedure for landslide assessment and is the first step to susceptibility, vulnerability, and risk analysis. Knowing the exact location of occurrence of this kind of natural hazard makes it possible to trace spatio-temporal patters and evaluate topographic influences. Landslides are very frequent along the Brazilian south and southeastern coast, where mass movements are triggered by heavy rainfall almost every year in the summer season (Dec-Mar), causing harm to society, such as the destruction of buildings, other infrastructure, and economic and human losses. Landslide recognition and mapping are poorly developed in Brazil, since no mapping guidelines exist, as well as due to low investments in mass movement prevention and mitigation actions. Thus, this research aimed to evaluate the use of freely accessible Google Earth Pro images for shallow landslides recognition and mapping. The study area is located in Itaóca and Apiaí counties, São Paulo state, in Ribeira Valley region, Brazil. Itaóca and Apiaí were affected by mass movements in January 2014, resulting in several economic and infrastructure damages, and 25 fatalities. The most recent post-event images available in Google Earth Pro were used, dated as of 08/10/2014. The visual criteria for landslide scars recognition and mapping were the absence of vegetation, shape and size, drainage network distance, slope position, planar rupture surface, and altimetric variation. As a reference for manual mapping contour and hydrography curves of 1:10.000 scale from the Geographic and Cartographic Institute of the State of São Paulo (for areas belonging to the municipality of Itaóca) and contour and hydrography curves of 1: 50.000 scale from the Brazilian Institute of Geography and Statistics (for the sectors belonging to the municipality of Apiaí) were used. The results showed that Google Earth Pro images are suitable for landslide recognition and mapping in a tropical environment. A total of 1,850 shallow landslides scars from the 2014 event with different sizes were mapped, where the smallest has 14 m² and the largest 9,539 m². They occurred under different morphological and lithological conditions, where most landslides are concentrated at slopes between 20 and 30°, south and southeast orientation, elevations of 600 to 800 m, concave curvatures, and in Quartz-Monzonite and Biotite Monzogranite rocks. The advantage of Google Earth images is that they are very high resolution data and free to access and use for everybody. However, the periods available on the software are limited. The event occurred in January of 2014 but it was only possible to access study area images of October of 2014, nine months after the event. In this way, it is important to verify if the mapping process is influenced by environmental changes, for example, vegetation recovery, that may cause interference for the visual interpretation. The inventory can be used as a basis for further analysis, such as for creating susceptibility and hotspot maps. Such products help to better understand shallow landslide dynamics in the study area, allowing comparison with other environments, and can support spatial planning and decision making of government authorities.
How to cite: Dias, H. C., Hölbling, D., and Grohmann, C. H.: Shallow landslide mapping using freely accessible images: a case study in the Ribeira Valley, Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-65, https://doi.org/10.5194/egusphere-egu21-65, 2021.
Shallow landslide mapping is an important procedure for landslide assessment and is the first step to susceptibility, vulnerability, and risk analysis. Knowing the exact location of occurrence of this kind of natural hazard makes it possible to trace spatio-temporal patters and evaluate topographic influences. Landslides are very frequent along the Brazilian south and southeastern coast, where mass movements are triggered by heavy rainfall almost every year in the summer season (Dec-Mar), causing harm to society, such as the destruction of buildings, other infrastructure, and economic and human losses. Landslide recognition and mapping are poorly developed in Brazil, since no mapping guidelines exist, as well as due to low investments in mass movement prevention and mitigation actions. Thus, this research aimed to evaluate the use of freely accessible Google Earth Pro images for shallow landslides recognition and mapping. The study area is located in Itaóca and Apiaí counties, São Paulo state, in Ribeira Valley region, Brazil. Itaóca and Apiaí were affected by mass movements in January 2014, resulting in several economic and infrastructure damages, and 25 fatalities. The most recent post-event images available in Google Earth Pro were used, dated as of 08/10/2014. The visual criteria for landslide scars recognition and mapping were the absence of vegetation, shape and size, drainage network distance, slope position, planar rupture surface, and altimetric variation. As a reference for manual mapping contour and hydrography curves of 1:10.000 scale from the Geographic and Cartographic Institute of the State of São Paulo (for areas belonging to the municipality of Itaóca) and contour and hydrography curves of 1: 50.000 scale from the Brazilian Institute of Geography and Statistics (for the sectors belonging to the municipality of Apiaí) were used. The results showed that Google Earth Pro images are suitable for landslide recognition and mapping in a tropical environment. A total of 1,850 shallow landslides scars from the 2014 event with different sizes were mapped, where the smallest has 14 m² and the largest 9,539 m². They occurred under different morphological and lithological conditions, where most landslides are concentrated at slopes between 20 and 30°, south and southeast orientation, elevations of 600 to 800 m, concave curvatures, and in Quartz-Monzonite and Biotite Monzogranite rocks. The advantage of Google Earth images is that they are very high resolution data and free to access and use for everybody. However, the periods available on the software are limited. The event occurred in January of 2014 but it was only possible to access study area images of October of 2014, nine months after the event. In this way, it is important to verify if the mapping process is influenced by environmental changes, for example, vegetation recovery, that may cause interference for the visual interpretation. The inventory can be used as a basis for further analysis, such as for creating susceptibility and hotspot maps. Such products help to better understand shallow landslide dynamics in the study area, allowing comparison with other environments, and can support spatial planning and decision making of government authorities.
How to cite: Dias, H. C., Hölbling, D., and Grohmann, C. H.: Shallow landslide mapping using freely accessible images: a case study in the Ribeira Valley, Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-65, https://doi.org/10.5194/egusphere-egu21-65, 2021.
EGU21-12323 | vPICO presentations | NH3.6
An algorithm for the 3D ROck Slope Kinematic Analysis (ROKA) based on RPAS digital photogrammetry data.Niccolò Menegoni, Daniele Giordan, and Cesare Perotti
Among the several adopted methods for the kinematic analysis of the possible modes of failure that could affect a rock slope, the Markland test is the most used. Whereas, it has the advantage of being simple and fast, it has some limits, as the impossibility to manually consider the several different slope orientations and their interaction with the discontinuity dimensions and positions.
Recently, the improvements in the Remote Piloted Aerial System (RPAS) digital photogrammetry techniques for the development and mapping of Digital Outcrop Models (DOMs) have given the possibility of developing new automatized digital approaches. In this study, ROKA (ROck slope Kinematic Analysis) algorithm is presented. It is an open-source algorithm, written in MATLAB language, which aims to perform the kinematic analysis of the stability of a rock slope using the discontinuity measurements collected onto 3D DOMs. Its main advantage is the possibility to identify the possible critical combination between the 3D georeferenced discontinuities and the local surface of the slope. In particular, the critical combinations that can activate the planar sliding, flexural toppling, wedge sliding and direct toppling modes of failures can be detected and highlighted directly on the DOM. Hence, the ROKA algorithm can make the traditional approach for the kinematic analysis of a rock slope more effective, allowing not only to simplify the analysis, but also to increase its detail. This can be very important, in particular, for the analysis of large and complex rock slopes.
How to cite: Menegoni, N., Giordan, D., and Perotti, C.: An algorithm for the 3D ROck Slope Kinematic Analysis (ROKA) based on RPAS digital photogrammetry data., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12323, https://doi.org/10.5194/egusphere-egu21-12323, 2021.
Among the several adopted methods for the kinematic analysis of the possible modes of failure that could affect a rock slope, the Markland test is the most used. Whereas, it has the advantage of being simple and fast, it has some limits, as the impossibility to manually consider the several different slope orientations and their interaction with the discontinuity dimensions and positions.
Recently, the improvements in the Remote Piloted Aerial System (RPAS) digital photogrammetry techniques for the development and mapping of Digital Outcrop Models (DOMs) have given the possibility of developing new automatized digital approaches. In this study, ROKA (ROck slope Kinematic Analysis) algorithm is presented. It is an open-source algorithm, written in MATLAB language, which aims to perform the kinematic analysis of the stability of a rock slope using the discontinuity measurements collected onto 3D DOMs. Its main advantage is the possibility to identify the possible critical combination between the 3D georeferenced discontinuities and the local surface of the slope. In particular, the critical combinations that can activate the planar sliding, flexural toppling, wedge sliding and direct toppling modes of failures can be detected and highlighted directly on the DOM. Hence, the ROKA algorithm can make the traditional approach for the kinematic analysis of a rock slope more effective, allowing not only to simplify the analysis, but also to increase its detail. This can be very important, in particular, for the analysis of large and complex rock slopes.
How to cite: Menegoni, N., Giordan, D., and Perotti, C.: An algorithm for the 3D ROck Slope Kinematic Analysis (ROKA) based on RPAS digital photogrammetry data., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12323, https://doi.org/10.5194/egusphere-egu21-12323, 2021.
EGU21-10147 | vPICO presentations | NH3.6
Comparing traditional geomechanical and remote sensing techniques for rock mass characterizationAngela Caccia, Biagio Palma, and Mario Parise
Analysis of the stability conditions of rock masses starts from detailed geo-structural surveys based on a systematic and quantitative description of the systems of discontinuities. Traditionally, these surveys are performed by implementing the classical geomechanical systems, available in the scientific literature since several decades, through the use of simple tools such as the geological compass to measure dip and dip direction directly on the discontinuity systems, and to fully describe their more significant physical characteristics (length, spacing, roughness, persistence, aperture, filling, termination, etc.). In several cases, this can be difficult because the discontinuities, or even the rock face, cannot be easily accessible. To have a complete survey, very often the involvement of geologists climbers is required, but in many situations this work is not easy to carry out, and in any case it does not cover the whole rock front.
Today, to solve these problems, traditional geomechanical surveying is implemented by innovative remote techniques using, individually or in combination, instruments such as terrestrial laser scanners and unmanned aerial vehicles to build a point cloud.
This latter permits to extract very accurate data on discontinuities for stability analyses, based on areal and non-point observations. In addition, the point cloud allows to map sub-vertical walls in their entirety in much shorter times than traditional surveying.
At this regard, two rock slopes were detected in the Sorrento Peninsula (Campania, southern Italy) with techniques that include traditional mapping, dictated by the guidelines of the International Society for Rock Mechanics, and the remote survey, through laser scanning and drone photogrammetry. The data obtained were processed automatically and manually through the Dips, CloudCompare and Discontinuity Set Extractor softwares.
In the present contribution we highlight the limits and advantages of the main data collection and the processing techniques, and provide an evaluation of the software packages currently available for the analysis and evaluation of discontinuities, in order to obtain a better characterization of the rock mass.
How to cite: Caccia, A., Palma, B., and Parise, M.: Comparing traditional geomechanical and remote sensing techniques for rock mass characterization , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10147, https://doi.org/10.5194/egusphere-egu21-10147, 2021.
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Analysis of the stability conditions of rock masses starts from detailed geo-structural surveys based on a systematic and quantitative description of the systems of discontinuities. Traditionally, these surveys are performed by implementing the classical geomechanical systems, available in the scientific literature since several decades, through the use of simple tools such as the geological compass to measure dip and dip direction directly on the discontinuity systems, and to fully describe their more significant physical characteristics (length, spacing, roughness, persistence, aperture, filling, termination, etc.). In several cases, this can be difficult because the discontinuities, or even the rock face, cannot be easily accessible. To have a complete survey, very often the involvement of geologists climbers is required, but in many situations this work is not easy to carry out, and in any case it does not cover the whole rock front.
Today, to solve these problems, traditional geomechanical surveying is implemented by innovative remote techniques using, individually or in combination, instruments such as terrestrial laser scanners and unmanned aerial vehicles to build a point cloud.
This latter permits to extract very accurate data on discontinuities for stability analyses, based on areal and non-point observations. In addition, the point cloud allows to map sub-vertical walls in their entirety in much shorter times than traditional surveying.
At this regard, two rock slopes were detected in the Sorrento Peninsula (Campania, southern Italy) with techniques that include traditional mapping, dictated by the guidelines of the International Society for Rock Mechanics, and the remote survey, through laser scanning and drone photogrammetry. The data obtained were processed automatically and manually through the Dips, CloudCompare and Discontinuity Set Extractor softwares.
In the present contribution we highlight the limits and advantages of the main data collection and the processing techniques, and provide an evaluation of the software packages currently available for the analysis and evaluation of discontinuities, in order to obtain a better characterization of the rock mass.
How to cite: Caccia, A., Palma, B., and Parise, M.: Comparing traditional geomechanical and remote sensing techniques for rock mass characterization , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10147, https://doi.org/10.5194/egusphere-egu21-10147, 2021.
EGU21-1385 | vPICO presentations | NH3.6
Multi-method approach for high resolution 3D data based process analyses of compound rock slidesChristine Fey, Klaus Voit, Volker Wichmann, Christian Zangerl, and Volkmar Mair
The use of high resolution 3D point clouds and digital terrain models (DTM) from laserscanning or photogrammetry becomes more and more state of the art in landslide studies. Based on a multi-temporal terrestrial laserscanning (TLS) dataset of the deep-seated compound rockslide Laatsch, South Tyrol, we present a multi-method approach to characterize processes such as sliding, falling, toppling, and flows. Sliding is the predominant process of the Laatsch rockslide, accompanied by secondary processes such as rockfall, debris flows and erosion. The presented methods are applicable to all kind of 3D point clouds and not limited to TLS data. For remote sensing-based landslide analyses a distinction between two classes of surface processes is necessary: i) processes where the original surface is destroyed and no correlations between the shape and texture of the pre- and post-failure surfaces can be found (falls, rapid flows, rapid slides) and ii) processes where the surface is displaced without major surface changes (slow slides, slow flows and toppling). For processes where the original surface is destroyed, the distance between the pre- and post-failure terrain surface is measured with the aim to delineate the scarp and depositional area, and to quantify the failure volume as well as the scarp thickness. With DTMs of differences (DoD), the distance is measured along the plumb line. DoDs can be used to quickly and reliably assess the volume and extent of fall processes on flat to moderate slopes. For steep or even overhanging terrain, a 3D distance measurement approach must be used, where the distance is measured along the local surface normal. After 3D distance measurement, the volume of steep scarp areas can be calculated by first rotating, the point cloud into the horizontal plane (by making use of the average surface normal) and by interpolating the rotated 3D distance measurement values into a grid. Summing up the distances and multiplying with the cell area of the grid yields the scrap rupture volume. Remote sensing-based analyses of sliding and toppling processes are more complex compared to fall processes because the displaced surface patch must be detected in both surveys. Displacement analyses based on image correlation of ambient occlusion shaded relief images, together with DTMs of both epochs, are used to analyse the displacement of the entire rockslide area. The result is a map with displacement vectors. Disadvantages of image correlation are the coarse spatial resolution and the inability, as it is a 2.5D approach, to deal with steep slope parts. To analyse the displacement and toppling of steep rock walls a combination of the 3D distance measurement approach and an iterative closest point (ICP) based approach is applied. The 3D distance measurement values are clustered and used for a segmentation of the point cloud. In a next step, the ICP is applied on each of the resulting segments. This approach can deal with 3D displacements. The results are still sensitive towards the geometric contrast within the segments and not fully automated yet.
How to cite: Fey, C., Voit, K., Wichmann, V., Zangerl, C., and Mair, V.: Multi-method approach for high resolution 3D data based process analyses of compound rock slides, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1385, https://doi.org/10.5194/egusphere-egu21-1385, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The use of high resolution 3D point clouds and digital terrain models (DTM) from laserscanning or photogrammetry becomes more and more state of the art in landslide studies. Based on a multi-temporal terrestrial laserscanning (TLS) dataset of the deep-seated compound rockslide Laatsch, South Tyrol, we present a multi-method approach to characterize processes such as sliding, falling, toppling, and flows. Sliding is the predominant process of the Laatsch rockslide, accompanied by secondary processes such as rockfall, debris flows and erosion. The presented methods are applicable to all kind of 3D point clouds and not limited to TLS data. For remote sensing-based landslide analyses a distinction between two classes of surface processes is necessary: i) processes where the original surface is destroyed and no correlations between the shape and texture of the pre- and post-failure surfaces can be found (falls, rapid flows, rapid slides) and ii) processes where the surface is displaced without major surface changes (slow slides, slow flows and toppling). For processes where the original surface is destroyed, the distance between the pre- and post-failure terrain surface is measured with the aim to delineate the scarp and depositional area, and to quantify the failure volume as well as the scarp thickness. With DTMs of differences (DoD), the distance is measured along the plumb line. DoDs can be used to quickly and reliably assess the volume and extent of fall processes on flat to moderate slopes. For steep or even overhanging terrain, a 3D distance measurement approach must be used, where the distance is measured along the local surface normal. After 3D distance measurement, the volume of steep scarp areas can be calculated by first rotating, the point cloud into the horizontal plane (by making use of the average surface normal) and by interpolating the rotated 3D distance measurement values into a grid. Summing up the distances and multiplying with the cell area of the grid yields the scrap rupture volume. Remote sensing-based analyses of sliding and toppling processes are more complex compared to fall processes because the displaced surface patch must be detected in both surveys. Displacement analyses based on image correlation of ambient occlusion shaded relief images, together with DTMs of both epochs, are used to analyse the displacement of the entire rockslide area. The result is a map with displacement vectors. Disadvantages of image correlation are the coarse spatial resolution and the inability, as it is a 2.5D approach, to deal with steep slope parts. To analyse the displacement and toppling of steep rock walls a combination of the 3D distance measurement approach and an iterative closest point (ICP) based approach is applied. The 3D distance measurement values are clustered and used for a segmentation of the point cloud. In a next step, the ICP is applied on each of the resulting segments. This approach can deal with 3D displacements. The results are still sensitive towards the geometric contrast within the segments and not fully automated yet.
How to cite: Fey, C., Voit, K., Wichmann, V., Zangerl, C., and Mair, V.: Multi-method approach for high resolution 3D data based process analyses of compound rock slides, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1385, https://doi.org/10.5194/egusphere-egu21-1385, 2021.
EGU21-11179 | vPICO presentations | NH3.6
Mapping landslides using drone's full-motion videosIonut Cosmin Sandric, Viorel Ilinca, Radu Irimia, Zenaida Chitu, Marta Jurchescu, and Alin Plesoianu
Rapid mapping of landslides plays an important role in both science and emergency management communities. It helps people to take the appropriate decisions in quasi-real-time and to diminish losses. With the increasing advancement in high-resolution satellite and aerial imagery, this task also increased the spatial accuracy, providing more and more accurate maps of landslide locations. In accordance with the latest developments in the fields of unmanned aerial vehicles and artificial intelligence, the current study is focused on providing an insight into the process of mapping landslides from full-motion videos and by means of artificial intelligence. To achieve this goal, several drone flights were performed over areas located in the Romanian Subcarpathians, using Quadro-Copters (DJI Phantom 4 and DJI Mavic 2 Enterprise) equipped with a 12 MP RGB camera. The flights were planned and executed to reach an optimal number of pictures and videos, taken from various angles and heights over the study areas. Using Structure from Motion techniques, each dataset was processed and orthorectified. Similarly, each video was processed and transformed into a full-motion video, having coordinates allocated to each frame. Samples of specific landslide features were collected by hand, using the pictures and the video frames, and used to create a complete database necessary to train a Mask RCNN model. The samples were divided into two different datasets, having 80% of them used for the training process and the rest of 20% for the validation process. The model was trained over 50 epochs and it reached an accuracy of approximately 86% on the training dataset and about 82% on the validation dataset. The study is part of an ongoing project, SlideMap 416PED, financed by UEFISCDI, Romania. More details about the project can be found at https://slidemap.geo-spatial.ro.
How to cite: Sandric, I. C., Ilinca, V., Irimia, R., Chitu, Z., Jurchescu, M., and Plesoianu, A.: Mapping landslides using drone's full-motion videos, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11179, https://doi.org/10.5194/egusphere-egu21-11179, 2021.
Rapid mapping of landslides plays an important role in both science and emergency management communities. It helps people to take the appropriate decisions in quasi-real-time and to diminish losses. With the increasing advancement in high-resolution satellite and aerial imagery, this task also increased the spatial accuracy, providing more and more accurate maps of landslide locations. In accordance with the latest developments in the fields of unmanned aerial vehicles and artificial intelligence, the current study is focused on providing an insight into the process of mapping landslides from full-motion videos and by means of artificial intelligence. To achieve this goal, several drone flights were performed over areas located in the Romanian Subcarpathians, using Quadro-Copters (DJI Phantom 4 and DJI Mavic 2 Enterprise) equipped with a 12 MP RGB camera. The flights were planned and executed to reach an optimal number of pictures and videos, taken from various angles and heights over the study areas. Using Structure from Motion techniques, each dataset was processed and orthorectified. Similarly, each video was processed and transformed into a full-motion video, having coordinates allocated to each frame. Samples of specific landslide features were collected by hand, using the pictures and the video frames, and used to create a complete database necessary to train a Mask RCNN model. The samples were divided into two different datasets, having 80% of them used for the training process and the rest of 20% for the validation process. The model was trained over 50 epochs and it reached an accuracy of approximately 86% on the training dataset and about 82% on the validation dataset. The study is part of an ongoing project, SlideMap 416PED, financed by UEFISCDI, Romania. More details about the project can be found at https://slidemap.geo-spatial.ro.
How to cite: Sandric, I. C., Ilinca, V., Irimia, R., Chitu, Z., Jurchescu, M., and Plesoianu, A.: Mapping landslides using drone's full-motion videos, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11179, https://doi.org/10.5194/egusphere-egu21-11179, 2021.
EGU21-13007 | vPICO presentations | NH3.6
Characterisation of the 2020 Drumkeeran peat landslide: a large peat slide in Ireland.John Connolly, Eoghan Holohan, Mary Bourke, Charmaine Cruz, Catherine Farrell, Fearghus Foyle, Wahaj Habib, Robert Halpin, Tiernan Henry, Alexis Hrysiewicz, Michael Long, Paul Johnson, Charise McKeon, and Andrew Trafford
Mass movements in peatlands are poorly understood. This is because of the unusual geotechnical properties of the materials (organic soils) and a paucity of well-constrained case studies. At the end of June 2020, a large peat slide occurred on Shass mountain, several kilometres northeast of the village of Drumkeeran in Co. Leitrim, north-western Ireland. The source area of the peat slide is an area of blanket bog within a Special Area of Conservation (SAC). This area is characterised by a topographic slope of 3-5°. On recently published Landslide Susceptibility Maps it was classified as ‘moderately low’ to ‘low’.
To understand this peat slide’s genesis and impact on the landscape, post-slide site investigations and aerial surveys were undertaken in the following days and weeks. These included: photogrammetry and LiDAR surveys via UAVs and crewed aircraft; Ground Penetrating Radar (GPR) profiling; in-situ peat depth measurements, soil coring and a vegetation survey. These data were complemented by pre-and post-slide radar satellite data (Sentinel-1) and were compared to high-resolution pre-slide aerial imagery and digital surface models (DSMs) captured in August 2017 and April 2020.
Mapping and DSM differencing show a source area of 7 ha, from which ~ 171,000 m3 of peat flowed 6.6 km down a river channel. The height/run-out ratio was 0.035; the run-out/volume ratio was 0.038. Peak flow or run-up heights near the source area were >4 m. Video, field and satellite evidence indicates that the peat was highly liquified. It deposited in three zones: upstream of a small bridge, which acted as a partial dam and on two floodplain areas. About 45 ha were covered with peat up to 1-3 m thick, these deposits generally thin downstream. Radar intensity data support local accounts that most of this material failed retrogressively and redeposited within 24 hours.
Data from the nearest meteorological station, 27 km to the west, show that the region experienced a relatively dry period (118 mm of precipitation) in the 2.5 months before the landslide, and a period of exceptionally high rainfall (53 mm) three days immediately beforehand. Flow pathway analysis indicates a natural drainage convergence in the upper catchment. The landslide possibly started here and regressed upslope into ~5 ha of well-drained bog, afforested in 1996, located at the head of the catchment. The areas to the south and east comprise of a mosaic flushes, wet heath, and blanket bog vegetation.
The peat depth was assessed by both GPR data (calibrated by coring), which shows the base of the peat and probing. It ranged from 2-5 m. This accords with a typical 2-4 m thickness of failed peat from DSM differencing. Coring also revealed a ~50cm thick layer clay at the base of the peat. These preliminary results highlight the potential importance of local drainage patterns and localised clay layers in increasing peat-slide susceptibility on low-angle slopes. This characterization underpins further investigation into the multifarious factors causing peat slides, which may be exacerbated by climate change.
How to cite: Connolly, J., Holohan, E., Bourke, M., Cruz, C., Farrell, C., Foyle, F., Habib, W., Halpin, R., Henry, T., Hrysiewicz, A., Long, M., Johnson, P., McKeon, C., and Trafford, A.: Characterisation of the 2020 Drumkeeran peat landslide: a large peat slide in Ireland. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13007, https://doi.org/10.5194/egusphere-egu21-13007, 2021.
Mass movements in peatlands are poorly understood. This is because of the unusual geotechnical properties of the materials (organic soils) and a paucity of well-constrained case studies. At the end of June 2020, a large peat slide occurred on Shass mountain, several kilometres northeast of the village of Drumkeeran in Co. Leitrim, north-western Ireland. The source area of the peat slide is an area of blanket bog within a Special Area of Conservation (SAC). This area is characterised by a topographic slope of 3-5°. On recently published Landslide Susceptibility Maps it was classified as ‘moderately low’ to ‘low’.
To understand this peat slide’s genesis and impact on the landscape, post-slide site investigations and aerial surveys were undertaken in the following days and weeks. These included: photogrammetry and LiDAR surveys via UAVs and crewed aircraft; Ground Penetrating Radar (GPR) profiling; in-situ peat depth measurements, soil coring and a vegetation survey. These data were complemented by pre-and post-slide radar satellite data (Sentinel-1) and were compared to high-resolution pre-slide aerial imagery and digital surface models (DSMs) captured in August 2017 and April 2020.
Mapping and DSM differencing show a source area of 7 ha, from which ~ 171,000 m3 of peat flowed 6.6 km down a river channel. The height/run-out ratio was 0.035; the run-out/volume ratio was 0.038. Peak flow or run-up heights near the source area were >4 m. Video, field and satellite evidence indicates that the peat was highly liquified. It deposited in three zones: upstream of a small bridge, which acted as a partial dam and on two floodplain areas. About 45 ha were covered with peat up to 1-3 m thick, these deposits generally thin downstream. Radar intensity data support local accounts that most of this material failed retrogressively and redeposited within 24 hours.
Data from the nearest meteorological station, 27 km to the west, show that the region experienced a relatively dry period (118 mm of precipitation) in the 2.5 months before the landslide, and a period of exceptionally high rainfall (53 mm) three days immediately beforehand. Flow pathway analysis indicates a natural drainage convergence in the upper catchment. The landslide possibly started here and regressed upslope into ~5 ha of well-drained bog, afforested in 1996, located at the head of the catchment. The areas to the south and east comprise of a mosaic flushes, wet heath, and blanket bog vegetation.
The peat depth was assessed by both GPR data (calibrated by coring), which shows the base of the peat and probing. It ranged from 2-5 m. This accords with a typical 2-4 m thickness of failed peat from DSM differencing. Coring also revealed a ~50cm thick layer clay at the base of the peat. These preliminary results highlight the potential importance of local drainage patterns and localised clay layers in increasing peat-slide susceptibility on low-angle slopes. This characterization underpins further investigation into the multifarious factors causing peat slides, which may be exacerbated by climate change.
How to cite: Connolly, J., Holohan, E., Bourke, M., Cruz, C., Farrell, C., Foyle, F., Habib, W., Halpin, R., Henry, T., Hrysiewicz, A., Long, M., Johnson, P., McKeon, C., and Trafford, A.: Characterisation of the 2020 Drumkeeran peat landslide: a large peat slide in Ireland. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13007, https://doi.org/10.5194/egusphere-egu21-13007, 2021.
EGU21-2458 | vPICO presentations | NH3.6
Remote Sensing based investigation of secondary mining deformation processes in a postglacial landscape of the Muzakow Arch Geopark (Western Poland) – preliminary resultsJan Blachowski, Miłosz Becker, Anna Buczyńska, Natalia Bugajska, Dominik Janicki, Jacek Koźma, Leszek Kwaśny, Jarosław Wajs, and Ewa Warchala
The area of the present day Muzalkow Arch Geopark located on the border of Poland and Germany was subjected to a long term mining of lignite and other rock raw materials that ceased in the 70’ties of the 20th Century. The present-day geomorphological landscape of the research area is characterised by numerous and differentiated forms of anthropogenic origin (e.g. artificial lakes, subsidence troughs, sink holes, waste heaps) associated with underground and subsequently opencast mining of lignite in complex geological and tectonic conditions that result from glaciotectonic processes of subsequent stages of accumulation and weathering. It is thought that the area is presently subjected to geodynamic processes associated with weathering of exposed areas (lignite outcrops and waste heaps), destruction of shallow underground workings (subsidence troughs, sink holes) and changing hydrogeological conditions of the rock mass. The scale of these secondary deformations is presently unknown and these processes pose a threat the present day tourist development of the area, such as: sudden development of discontinuous terrain deformations, slope instability, flooding and subsequent dying of vegetation, etc.
Geodetic surveying and remote sensing (terrestrial, aerial and satellite) observations have been employed, apart from other in-situ investigations (geophysical and geological prospecting), to study the processes in one of the former coal mining fields in the geopark.
In this study preliminary results of selected geodetic field investigations, i.e. terrestrial laser scanning of a sink hole that showed on the surface in Autumn 2019 and UAV photogrammetric monitoring of an artificial waste rock tips have been reported. It has been found, based on mapping of old mining maps in GIS, that the sink hole is directly related to old shallow underground workings. Maximum depth of the analysed sink hole below ground level is 5.5 m and volume of subsidence is 35 m3. The location is being monitored to check if the geometry changes in time.
Whereas, comparison of digital elevation models of the investigated waste heap (one of three measured so far) showed development of gully erosion and downward movement of the weathered material. The deposition of material at the bottom of the heap averaged over a dozen cm and maximum of over 50 cm for a half year Summer period (from 15.05.2020 to 07.11.2020).
The presented results constitute a first approximation of 3D mapping and modelling the post-mining deformations in glaciotectonic landscape and constitute part of an ongoing research project financed from the Polish National Science Centre OPUS funds (no 2019/33/B/ST10/02975).
How to cite: Blachowski, J., Becker, M., Buczyńska, A., Bugajska, N., Janicki, D., Koźma, J., Kwaśny, L., Wajs, J., and Warchala, E.: Remote Sensing based investigation of secondary mining deformation processes in a postglacial landscape of the Muzakow Arch Geopark (Western Poland) – preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2458, https://doi.org/10.5194/egusphere-egu21-2458, 2021.
The area of the present day Muzalkow Arch Geopark located on the border of Poland and Germany was subjected to a long term mining of lignite and other rock raw materials that ceased in the 70’ties of the 20th Century. The present-day geomorphological landscape of the research area is characterised by numerous and differentiated forms of anthropogenic origin (e.g. artificial lakes, subsidence troughs, sink holes, waste heaps) associated with underground and subsequently opencast mining of lignite in complex geological and tectonic conditions that result from glaciotectonic processes of subsequent stages of accumulation and weathering. It is thought that the area is presently subjected to geodynamic processes associated with weathering of exposed areas (lignite outcrops and waste heaps), destruction of shallow underground workings (subsidence troughs, sink holes) and changing hydrogeological conditions of the rock mass. The scale of these secondary deformations is presently unknown and these processes pose a threat the present day tourist development of the area, such as: sudden development of discontinuous terrain deformations, slope instability, flooding and subsequent dying of vegetation, etc.
Geodetic surveying and remote sensing (terrestrial, aerial and satellite) observations have been employed, apart from other in-situ investigations (geophysical and geological prospecting), to study the processes in one of the former coal mining fields in the geopark.
In this study preliminary results of selected geodetic field investigations, i.e. terrestrial laser scanning of a sink hole that showed on the surface in Autumn 2019 and UAV photogrammetric monitoring of an artificial waste rock tips have been reported. It has been found, based on mapping of old mining maps in GIS, that the sink hole is directly related to old shallow underground workings. Maximum depth of the analysed sink hole below ground level is 5.5 m and volume of subsidence is 35 m3. The location is being monitored to check if the geometry changes in time.
Whereas, comparison of digital elevation models of the investigated waste heap (one of three measured so far) showed development of gully erosion and downward movement of the weathered material. The deposition of material at the bottom of the heap averaged over a dozen cm and maximum of over 50 cm for a half year Summer period (from 15.05.2020 to 07.11.2020).
The presented results constitute a first approximation of 3D mapping and modelling the post-mining deformations in glaciotectonic landscape and constitute part of an ongoing research project financed from the Polish National Science Centre OPUS funds (no 2019/33/B/ST10/02975).
How to cite: Blachowski, J., Becker, M., Buczyńska, A., Bugajska, N., Janicki, D., Koźma, J., Kwaśny, L., Wajs, J., and Warchala, E.: Remote Sensing based investigation of secondary mining deformation processes in a postglacial landscape of the Muzakow Arch Geopark (Western Poland) – preliminary results, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2458, https://doi.org/10.5194/egusphere-egu21-2458, 2021.
EGU21-16532 | vPICO presentations | NH3.6
Updates on ambient noise correlation for landslide monitoringEric Larose, Mathieu Le Breton, Noélie Bontemps, Antoine Guillemont, and Laurent Baillet
Monitoring landslides is essential to understand their dynamics and to reduce the risk of human losses by raising warnings before a failure. A decade ago, a decrease of apparent seismic velocity was detected several days before the failure of a clayey landslide, that was monitored with the ambient noise correlation method. It revealed its potential to detect precursor signals before a landslide failure, which could improve early warning systems. To date, nine landslides have been monitored with this method, and its ability to reveal precursors before failure seems confirmed on clayey landslides. However three challenges remain for operational early-warning applications: to detect velocity changes both rapidly and with confidence, to account for seasonal and daily environmental influences, and to check for potential instabilities in measurements. The ability to detect a precursory velocity change requires to adapt the processing workflow to each landslide: the key factors are the filtering frequency, the correlation time window, and the choice of temporal resolution. The velocity also fluctuates seasonally, by 1 to 6% on the reviewed landslide studies, due to environmental influences, with a linear trend between the amplitude of seasonal fluctuations and the filtering frequency over the 0.1–20 Hz range, encompassing both landslide and non-landslide studies. The environmental velocity fluctuations are caused mostly by groundwater levels and soil freezing/thawing, but could also be affected by snow height, air temperature and tide depending on the site. Daily fluctuations should also occur on landslides, and can be an issue when seeking to obtain a sub-daily resolution useful for early-warning systems. Finally, spurious fluctuations of apparent velocity—unrelated to the material dynamics—should be verified for. They can be caused by changes in noise sources (location or spectral content), in site response (change of scatterers, attenuation, or resonance frequency due to geometrical factors), or in inter-sensor distance. As a perspective, the observation of seismic velocity changes could contribute in assessing a landslide stability across time, both during the different creeping stages occurring before a potential failure, and during its reconsolidation after a failure.
----
Main references :
- Le Breton M., Bontemps N., Guillemont A., Baillet L., Larose E., 2021. Landslide Monitoring Using Seismic Ambient Noise Correlation: Challenges and Applications, Earth Science Reviews, In press
- Larose, E., Carrière, S., Voisin, C., Bottelin, P., Baillet, L., Guéguen, P., Walter, F., Jongmans, D., Guillier, B., Garambois, S., Gimbert, F., Massey, C., 2015. Environmental seismology: What can we learn on earth surface processes with ambient noise? Journal of Applied Geophysics 116, 62–74. https://doi.org/10.1016/j.jappgeo.2015.02.001
- Mainsant, G., Larose, E., Brönnimann, C., Jongmans, D., Michoud, C., Jaboyedoff, M., 2012. Ambient seismic noise monitoring of a clay landslide: Toward failure prediction. J. Geophys. Res. 117, F01030. https://doi.org/10.1029/2011JF002159
How to cite: Larose, E., Le Breton, M., Bontemps, N., Guillemont, A., and Baillet, L.: Updates on ambient noise correlation for landslide monitoring, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16532, https://doi.org/10.5194/egusphere-egu21-16532, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Monitoring landslides is essential to understand their dynamics and to reduce the risk of human losses by raising warnings before a failure. A decade ago, a decrease of apparent seismic velocity was detected several days before the failure of a clayey landslide, that was monitored with the ambient noise correlation method. It revealed its potential to detect precursor signals before a landslide failure, which could improve early warning systems. To date, nine landslides have been monitored with this method, and its ability to reveal precursors before failure seems confirmed on clayey landslides. However three challenges remain for operational early-warning applications: to detect velocity changes both rapidly and with confidence, to account for seasonal and daily environmental influences, and to check for potential instabilities in measurements. The ability to detect a precursory velocity change requires to adapt the processing workflow to each landslide: the key factors are the filtering frequency, the correlation time window, and the choice of temporal resolution. The velocity also fluctuates seasonally, by 1 to 6% on the reviewed landslide studies, due to environmental influences, with a linear trend between the amplitude of seasonal fluctuations and the filtering frequency over the 0.1–20 Hz range, encompassing both landslide and non-landslide studies. The environmental velocity fluctuations are caused mostly by groundwater levels and soil freezing/thawing, but could also be affected by snow height, air temperature and tide depending on the site. Daily fluctuations should also occur on landslides, and can be an issue when seeking to obtain a sub-daily resolution useful for early-warning systems. Finally, spurious fluctuations of apparent velocity—unrelated to the material dynamics—should be verified for. They can be caused by changes in noise sources (location or spectral content), in site response (change of scatterers, attenuation, or resonance frequency due to geometrical factors), or in inter-sensor distance. As a perspective, the observation of seismic velocity changes could contribute in assessing a landslide stability across time, both during the different creeping stages occurring before a potential failure, and during its reconsolidation after a failure.
----
Main references :
- Le Breton M., Bontemps N., Guillemont A., Baillet L., Larose E., 2021. Landslide Monitoring Using Seismic Ambient Noise Correlation: Challenges and Applications, Earth Science Reviews, In press
- Larose, E., Carrière, S., Voisin, C., Bottelin, P., Baillet, L., Guéguen, P., Walter, F., Jongmans, D., Guillier, B., Garambois, S., Gimbert, F., Massey, C., 2015. Environmental seismology: What can we learn on earth surface processes with ambient noise? Journal of Applied Geophysics 116, 62–74. https://doi.org/10.1016/j.jappgeo.2015.02.001
- Mainsant, G., Larose, E., Brönnimann, C., Jongmans, D., Michoud, C., Jaboyedoff, M., 2012. Ambient seismic noise monitoring of a clay landslide: Toward failure prediction. J. Geophys. Res. 117, F01030. https://doi.org/10.1029/2011JF002159
How to cite: Larose, E., Le Breton, M., Bontemps, N., Guillemont, A., and Baillet, L.: Updates on ambient noise correlation for landslide monitoring, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16532, https://doi.org/10.5194/egusphere-egu21-16532, 2021.
EGU21-13149 | vPICO presentations | NH3.6
Identification and characterization of rockfalls using seismic signals, LiDAR, and imagery. Advances on real-time detectionBixen Telletxea, Mar Tapia, Marta Guinau, Manuel J. Royán, Pere Roig Lafon, Xabier Blanch, Giorgi Khazaradze, Emma Suriñach, Gloria Furdada, David Garcia-Sellés, Antonio Abellán, and Joan Manuel Vilaplana
Seismic sensors installed in areas prone to rockfalls provide a continuous record of the phenomenon, allowing real-time detection and characterization. Detection of small scale rockfalls (< 0.001 m3), that might be precursors of larger events, can be worthwhile for early warning systems of rockfalls. However, seismic signals are closely dependent on the characteristics of the event and on the geotechnical characteristics of the ground, making the detection of small rockfalls complex and requiring detailed in-situ analyzes. For this reason, an experiment was carried out on the UB experimental site (Puigcercós Cliff, Catalonia, NE Spain) on 6th-7th of June 2013, where 21 rocks with volumes ranging from 0.0015 m3 to 0.0004 m3 were thrown from the top of the cliff (200 m long and 27 m high) and the seismic signals were registered with three 3D short period seismic sensors located at different distances from the rock wall: 57 m, 67 m, and 107 m.
The recorded seismic signals have a frequency content between 10-30 Hz, and the duration of the peak amplitudes varied between 0.3 and 0.6 s. Based on these characteristics, different phases of the dynamics of the rockfalls were identified, including main impacts, rebounds, flights, rolling and final stop of the events. The furthest station recorded the lowest frequency and amplitude values, limiting our ability to detect those blocks smaller than 0.0015 m3. Comparing the results with the nearest station, seismic attenuation phenomena is detectable even at distances of 50 m.
After the experiment, a permanent seismic station was installed in the area, at 107 m from the cliff. Using LiDAR and 2D imagery monitoring, two naturally triggered rockfalls were identified on 30th and 31st August 2017 (0.28 m3 and 0.25 m3 respectively). Based on the results from the experiment and an automatic detection system, these main events and prior minor events have been found in the continuous seismic records of this permanent station. The characteristics of these natural detachments differ partially from the artificially triggered rockfalls during the experiment, since the geometry of the seismic signals is different. The observed shapes of the natural detachments are similar to that of granular flows, much more continuous than the sharp shapes that were observed in the isolated blocks of the experiment. This shows the possibility of incorporating seismic stations for the automatic detection and initial characterization of rockfalls and its effectiveness in detecting frequencies of occurrence.
In order to evaluate the possibility of estimating rockfall volumes, diverse energy ratios (Es/Ep) were calculated. However, precise volume estimation is not possible. Nevertheless, the combination of seismic data with LiDAR and photographic techniques allows accurate new volume calculations of rockfalls to be incorporated progressively into the study of rockfalls.
ACKNOWLEDGMENTS: The authors would like to acknowledge the financial support from CHARMA (CGL2013-40828-R) and PROMONTEC (CGL2017-84720-R AEI/FEDER, UE) projects, Spanish MINEICO. We are also thankful to Origens UNESCO Global Geopark.
How to cite: Telletxea, B., Tapia, M., Guinau, M., Royán, M. J., Roig Lafon, P., Blanch, X., Khazaradze, G., Suriñach, E., Furdada, G., Garcia-Sellés, D., Abellán, A., and Vilaplana, J. M.: Identification and characterization of rockfalls using seismic signals, LiDAR, and imagery. Advances on real-time detection, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13149, https://doi.org/10.5194/egusphere-egu21-13149, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Seismic sensors installed in areas prone to rockfalls provide a continuous record of the phenomenon, allowing real-time detection and characterization. Detection of small scale rockfalls (< 0.001 m3), that might be precursors of larger events, can be worthwhile for early warning systems of rockfalls. However, seismic signals are closely dependent on the characteristics of the event and on the geotechnical characteristics of the ground, making the detection of small rockfalls complex and requiring detailed in-situ analyzes. For this reason, an experiment was carried out on the UB experimental site (Puigcercós Cliff, Catalonia, NE Spain) on 6th-7th of June 2013, where 21 rocks with volumes ranging from 0.0015 m3 to 0.0004 m3 were thrown from the top of the cliff (200 m long and 27 m high) and the seismic signals were registered with three 3D short period seismic sensors located at different distances from the rock wall: 57 m, 67 m, and 107 m.
The recorded seismic signals have a frequency content between 10-30 Hz, and the duration of the peak amplitudes varied between 0.3 and 0.6 s. Based on these characteristics, different phases of the dynamics of the rockfalls were identified, including main impacts, rebounds, flights, rolling and final stop of the events. The furthest station recorded the lowest frequency and amplitude values, limiting our ability to detect those blocks smaller than 0.0015 m3. Comparing the results with the nearest station, seismic attenuation phenomena is detectable even at distances of 50 m.
After the experiment, a permanent seismic station was installed in the area, at 107 m from the cliff. Using LiDAR and 2D imagery monitoring, two naturally triggered rockfalls were identified on 30th and 31st August 2017 (0.28 m3 and 0.25 m3 respectively). Based on the results from the experiment and an automatic detection system, these main events and prior minor events have been found in the continuous seismic records of this permanent station. The characteristics of these natural detachments differ partially from the artificially triggered rockfalls during the experiment, since the geometry of the seismic signals is different. The observed shapes of the natural detachments are similar to that of granular flows, much more continuous than the sharp shapes that were observed in the isolated blocks of the experiment. This shows the possibility of incorporating seismic stations for the automatic detection and initial characterization of rockfalls and its effectiveness in detecting frequencies of occurrence.
In order to evaluate the possibility of estimating rockfall volumes, diverse energy ratios (Es/Ep) were calculated. However, precise volume estimation is not possible. Nevertheless, the combination of seismic data with LiDAR and photographic techniques allows accurate new volume calculations of rockfalls to be incorporated progressively into the study of rockfalls.
ACKNOWLEDGMENTS: The authors would like to acknowledge the financial support from CHARMA (CGL2013-40828-R) and PROMONTEC (CGL2017-84720-R AEI/FEDER, UE) projects, Spanish MINEICO. We are also thankful to Origens UNESCO Global Geopark.
How to cite: Telletxea, B., Tapia, M., Guinau, M., Royán, M. J., Roig Lafon, P., Blanch, X., Khazaradze, G., Suriñach, E., Furdada, G., Garcia-Sellés, D., Abellán, A., and Vilaplana, J. M.: Identification and characterization of rockfalls using seismic signals, LiDAR, and imagery. Advances on real-time detection, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13149, https://doi.org/10.5194/egusphere-egu21-13149, 2021.
EGU21-4578 | vPICO presentations | NH3.6
Integration of ambient noise and ERT data to investigate the structure of the Yang Jia Gou rock avalanche deposits (Sichuan - China)Paola Capone, Vincenzo Del Gaudio, Janusz Wasowski, Wei Hu, Nicola Venisti, and Yan Li
On 12 May 2008, the mountainous area of Longmenshan, which separates the Tibetan Plateau from the Sichuan Basin, was hit by the 8.0 Ms Wenchuan earthquake which triggered about 200,000 landslides, some of which caused river damming with the formation of temporary lakes. Failures of the landslide dams can induce severe flooding downstream, therefore, it is important to study their structure and mechanical properties in order to evaluate their stability conditions.
The present study investigates the landslide dam deposits of a rock avalanche triggered in Yang Jia Gou, in Sichuan Province, using single-station three component recordings of ambient noise, with the aim of obtaining information about thickness and mechanical properties of the deposits from their resonance properties. Three noise measurement campaigns and two ERT surveys were conducted to support data interpretation. The data were analyzed using the traditional Nakamura’s technique, HVNR, and the innovative technique HVIP, both based on the calculation of ratios between horizontal and vertical amplitude of ground motion. Both methods revealed the presence of resonance peaks, a major one at lower frequency, and a minor one at higher frequencies, representative of the deposit layering. HVNR showed a considerable instability in terms of amplitude of H/V, likely because this technique analyzes the entire noise wave field recorded, so to be subject to a large variability related to a variable composition of the noise field. This problem does not affect the HVIP method, which is based on the analysis of the ellipticity of Rayleigh waves, isolated from the recording.
Rayleigh wave ellipticity curves were used as targets in the inversion phase to obtain the velocity profile of the site. The subsoil model was constrained by the data derived from the resistivity profiles. The results revealed: different velocity layers inside the deposit; lateral variations in thickness, in accordance with the higher frequency peak, and in mechanical properties, with an increase of stiffness, probably due to a major portion of rocky blocks; an increase in thickness of the entire deposit, probably because of the irregularities of the substrate.
Further investigations are in progress through other kinds of noise analysis exploiting the synchronization of simultaneous recordings. This can provide additional constraints (to be derived from the dispersion of group velocity of Rayleigh waves) and aid resolving interpretation ambiguities.
How to cite: Capone, P., Del Gaudio, V., Wasowski, J., Hu, W., Venisti, N., and Li, Y.: Integration of ambient noise and ERT data to investigate the structure of the Yang Jia Gou rock avalanche deposits (Sichuan - China), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4578, https://doi.org/10.5194/egusphere-egu21-4578, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
On 12 May 2008, the mountainous area of Longmenshan, which separates the Tibetan Plateau from the Sichuan Basin, was hit by the 8.0 Ms Wenchuan earthquake which triggered about 200,000 landslides, some of which caused river damming with the formation of temporary lakes. Failures of the landslide dams can induce severe flooding downstream, therefore, it is important to study their structure and mechanical properties in order to evaluate their stability conditions.
The present study investigates the landslide dam deposits of a rock avalanche triggered in Yang Jia Gou, in Sichuan Province, using single-station three component recordings of ambient noise, with the aim of obtaining information about thickness and mechanical properties of the deposits from their resonance properties. Three noise measurement campaigns and two ERT surveys were conducted to support data interpretation. The data were analyzed using the traditional Nakamura’s technique, HVNR, and the innovative technique HVIP, both based on the calculation of ratios between horizontal and vertical amplitude of ground motion. Both methods revealed the presence of resonance peaks, a major one at lower frequency, and a minor one at higher frequencies, representative of the deposit layering. HVNR showed a considerable instability in terms of amplitude of H/V, likely because this technique analyzes the entire noise wave field recorded, so to be subject to a large variability related to a variable composition of the noise field. This problem does not affect the HVIP method, which is based on the analysis of the ellipticity of Rayleigh waves, isolated from the recording.
Rayleigh wave ellipticity curves were used as targets in the inversion phase to obtain the velocity profile of the site. The subsoil model was constrained by the data derived from the resistivity profiles. The results revealed: different velocity layers inside the deposit; lateral variations in thickness, in accordance with the higher frequency peak, and in mechanical properties, with an increase of stiffness, probably due to a major portion of rocky blocks; an increase in thickness of the entire deposit, probably because of the irregularities of the substrate.
Further investigations are in progress through other kinds of noise analysis exploiting the synchronization of simultaneous recordings. This can provide additional constraints (to be derived from the dispersion of group velocity of Rayleigh waves) and aid resolving interpretation ambiguities.
How to cite: Capone, P., Del Gaudio, V., Wasowski, J., Hu, W., Venisti, N., and Li, Y.: Integration of ambient noise and ERT data to investigate the structure of the Yang Jia Gou rock avalanche deposits (Sichuan - China), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4578, https://doi.org/10.5194/egusphere-egu21-4578, 2021.
EGU21-9891 | vPICO presentations | NH3.6
Dense 3D seismic traveltime tomography to understand complex deep landslide structuresMyriam Lajaunie, Céleste Broucke, Jean-Philippe Malet, Clément Hibert, Guy Sénéchal, Dominique Rousset, and Gilbert Ferhat
Bedrock geometry, geological discontinuities, geotechnical units and shear surfaces/bands control the deformation patterns and the mechanisms of slope instabilities. Seismic P-wave refraction tomography is useful to detect these features because P-wave velocity significantly decreases in fractured and weathered rocks relative to consolidated ones, and because lateral changes of velocity can highlight alternation of dipping fracture zones and consolidated rocks. Acquiring this information at high spatial resolution is of paramount importance to model landslide behaviour.
The Viella slope instability (Hautes-Pyrénées, France) is a complex and deep-seated (> 80 m) landslide which has reactivated in Spring 2018 as a consequence of both a 100-yr return period flash flood (Bastan torrent) which affects the lower part of the slope, and a major rockslide (> 100.000 m3) modifying the stress conditions in the upper part. The landslide, which covers an area of ca. 650 000 m², is primarily composed of schists with different degrees of weathering, forming several kinematic units with surface velocities in the range [0.5 – 5] mm.month-1. Many buildings and infrastructures (roads, bridge) are progressively damaged (cracks, progressive tilting) and scarps and lobes develop at the surface delineating the kinematic units.
In order to model the evolution of the landslide and design possible mitigation measures (drainage, slope reprofiling), a 3D seismic survey has been carried out in summer 2020. The survey was designed to provide a highly detailed velocity model untill 100 m depth, highlighting possible lithological and mechanical contrasts as well as water preferential flow paths. The acquisition was carried out using 71 3C miniaturized seismic sensors buried at ca. 30 cm in the ground and spaced with an average intertrace of 70 m in accordance with slope topography. IGU16HR-3C 5Hz SmartSolo geophones of the DENSAR service (EOST) were used. The seismic array was recording continuously from June, 22nd to July, 21st 2020 at a sampling rate of 500 Hz. 370 controlled seismic sources were triggered at 122 locations using blank 12-gauge shotgun cartridges, Seismic Impulse Source Systemshots, 90-kg Propelled Energy Generator shots and a Mechatronics Lightning source generating P and S-waves with mono-frequency and sweep signals between 5 and 60 Hz of maximum 80 s length.
We present the results of this active P-wave traveltime tomography. We first discuss the quality of the recorded signals related to each different type of source, given the noise and attenuation conditions at Viella. Because the signals were challenging to detect a methodology based on manual picking was used, supported by automatic detection tools and considerations regarding the network geometry in an a priori velocity model.
The P-wave model was obtained using the inversion library pyGIMLI, which permits an accurate description of the topography, and provides a spatial discretization adapted to the problem. To supplement and constrain the interpretation of the P-wave velocity model, borehole information as well as a 3D resistivity model of the zone are available. With regards to these data, the geometric features and physical parameters of the main geological structures of the landslide are discussed.
How to cite: Lajaunie, M., Broucke, C., Malet, J.-P., Hibert, C., Sénéchal, G., Rousset, D., and Ferhat, G.: Dense 3D seismic traveltime tomography to understand complex deep landslide structures, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9891, https://doi.org/10.5194/egusphere-egu21-9891, 2021.
Bedrock geometry, geological discontinuities, geotechnical units and shear surfaces/bands control the deformation patterns and the mechanisms of slope instabilities. Seismic P-wave refraction tomography is useful to detect these features because P-wave velocity significantly decreases in fractured and weathered rocks relative to consolidated ones, and because lateral changes of velocity can highlight alternation of dipping fracture zones and consolidated rocks. Acquiring this information at high spatial resolution is of paramount importance to model landslide behaviour.
The Viella slope instability (Hautes-Pyrénées, France) is a complex and deep-seated (> 80 m) landslide which has reactivated in Spring 2018 as a consequence of both a 100-yr return period flash flood (Bastan torrent) which affects the lower part of the slope, and a major rockslide (> 100.000 m3) modifying the stress conditions in the upper part. The landslide, which covers an area of ca. 650 000 m², is primarily composed of schists with different degrees of weathering, forming several kinematic units with surface velocities in the range [0.5 – 5] mm.month-1. Many buildings and infrastructures (roads, bridge) are progressively damaged (cracks, progressive tilting) and scarps and lobes develop at the surface delineating the kinematic units.
In order to model the evolution of the landslide and design possible mitigation measures (drainage, slope reprofiling), a 3D seismic survey has been carried out in summer 2020. The survey was designed to provide a highly detailed velocity model untill 100 m depth, highlighting possible lithological and mechanical contrasts as well as water preferential flow paths. The acquisition was carried out using 71 3C miniaturized seismic sensors buried at ca. 30 cm in the ground and spaced with an average intertrace of 70 m in accordance with slope topography. IGU16HR-3C 5Hz SmartSolo geophones of the DENSAR service (EOST) were used. The seismic array was recording continuously from June, 22nd to July, 21st 2020 at a sampling rate of 500 Hz. 370 controlled seismic sources were triggered at 122 locations using blank 12-gauge shotgun cartridges, Seismic Impulse Source Systemshots, 90-kg Propelled Energy Generator shots and a Mechatronics Lightning source generating P and S-waves with mono-frequency and sweep signals between 5 and 60 Hz of maximum 80 s length.
We present the results of this active P-wave traveltime tomography. We first discuss the quality of the recorded signals related to each different type of source, given the noise and attenuation conditions at Viella. Because the signals were challenging to detect a methodology based on manual picking was used, supported by automatic detection tools and considerations regarding the network geometry in an a priori velocity model.
The P-wave model was obtained using the inversion library pyGIMLI, which permits an accurate description of the topography, and provides a spatial discretization adapted to the problem. To supplement and constrain the interpretation of the P-wave velocity model, borehole information as well as a 3D resistivity model of the zone are available. With regards to these data, the geometric features and physical parameters of the main geological structures of the landslide are discussed.
How to cite: Lajaunie, M., Broucke, C., Malet, J.-P., Hibert, C., Sénéchal, G., Rousset, D., and Ferhat, G.: Dense 3D seismic traveltime tomography to understand complex deep landslide structures, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9891, https://doi.org/10.5194/egusphere-egu21-9891, 2021.
EGU21-10592 | vPICO presentations | NH3.6
Integration of multi-parameter geophysical data to the structural mapping of a landslide’s subsurfaceVincenzo Critelli, Francesco Ronchetti, Alessandro Corsini, Matteo Berti, and Gianluigi Di Paola
With this note, we show a three-dimensional reconstruction of the basal surface of a large-scale and deep-seated rock-slide located in Northern Apennines (Northern Italy), obtained by integrating direct observations from boreholes and data from multi-methods geophysics. This type of landslides is so intrinsically complex and extended, that borehole investigations alone are generally insufficient to fully characterize the inner structures. To overcame such limitations, geophysical surveys are employed extensively (Bogoslovsky and Ogilvy 1977; Bruno and Marillier 2000; Bichler et al. 2004; Jongmans and Garambois 2007). In this study, we integrated multi-parameter data derived from 400 m of DC electrical resistivity tomography (ERT), 466 m of P-wave seismic refraction tomography (SRT), 420 meters of P-wave seismic reflection profile (SRF) together with 156 HVSR seismic noise recordings processed with spectral ratio methodology (Nakamura 1989). To constrain the inversion of the HVSR and migrate to the spatial domain the SRF, the P-wave velocity domains from SRT profiles were used after comparison with stratigraphic data. Moreover, the ERT profile fitted the geometrical features depicted by SRF profile. By means of all these data, we managed to map the surface exhibiting the highest acoustic impedance and the most relevant spatial continuity, which, according to the stratigraphic data, is to be ascribed to the basal interface between the fractured flysch rock masses involved in deep-seated sliding and the underlying undamaged bedrock. Comparison with inclinometer data also showed, presently, the active sliding surfaces match the mapped interface only in some locations, whereas in other they are shallower. This indicates that the mapped basal surface can be considered the envelope of the maximum volume involved, in the past, by the mass movement, and that part of such volume is nowadays no longer moving. The integration of multi-geophysical surveys, in this case, proved to be a valuable way to spatialize evidences collected by boreholes, providing the basis for a three-dimensional geological model of the slope that can later on be used for modelling purposes.
References
Bichler, A., P. Bobrowsky, M. Best, M. Douma, J. Hunter, T. Calvert, and R. Burns. 2004. “Three-Dimensional Mapping of a Landslide Using a Multi-Geophysical Approach: The Quesnel Forks Landslide.” Landslides 1 (1): 29–40. https://doi.org/10.1007/s10346-003-0008-7.
Bogoslovsky, V A, and A A Ogilvy. 1977. “GEOPHYSICAL METHODS FOR THE INVESTIGATION OF LANDSLIDES.” GEOPHYSICS 42 (3): 562–71. https://doi.org/10.1190/1.1440727.
Bruno, F., and F. Marillier. 2000. “Test of High-Resolution Seismic Reflection and Other Geophysical Techniques on the Boup Lanslide in the Swiss Alps.” Surveys in Geophysics 21 (4): 333–48.
Jongmans, Denis, and Stéphane Garambois. 2007. “Geophysical Investigation of Landslides: A Review.” Bulletin de La Societe Geologique de France 178 (2): 101–12. https://doi.org/10.2113/gssgfbull.178.2.101.
Nakamura, Y. 1989. “Method for Dynamic Characteristics of Subsurface Using Microtremor on the Ground Surface.” Proc. 20th JSCE Earthquake Eng. Symposium.
How to cite: Critelli, V., Ronchetti, F., Corsini, A., Berti, M., and Di Paola, G.: Integration of multi-parameter geophysical data to the structural mapping of a landslide’s subsurface, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10592, https://doi.org/10.5194/egusphere-egu21-10592, 2021.
With this note, we show a three-dimensional reconstruction of the basal surface of a large-scale and deep-seated rock-slide located in Northern Apennines (Northern Italy), obtained by integrating direct observations from boreholes and data from multi-methods geophysics. This type of landslides is so intrinsically complex and extended, that borehole investigations alone are generally insufficient to fully characterize the inner structures. To overcame such limitations, geophysical surveys are employed extensively (Bogoslovsky and Ogilvy 1977; Bruno and Marillier 2000; Bichler et al. 2004; Jongmans and Garambois 2007). In this study, we integrated multi-parameter data derived from 400 m of DC electrical resistivity tomography (ERT), 466 m of P-wave seismic refraction tomography (SRT), 420 meters of P-wave seismic reflection profile (SRF) together with 156 HVSR seismic noise recordings processed with spectral ratio methodology (Nakamura 1989). To constrain the inversion of the HVSR and migrate to the spatial domain the SRF, the P-wave velocity domains from SRT profiles were used after comparison with stratigraphic data. Moreover, the ERT profile fitted the geometrical features depicted by SRF profile. By means of all these data, we managed to map the surface exhibiting the highest acoustic impedance and the most relevant spatial continuity, which, according to the stratigraphic data, is to be ascribed to the basal interface between the fractured flysch rock masses involved in deep-seated sliding and the underlying undamaged bedrock. Comparison with inclinometer data also showed, presently, the active sliding surfaces match the mapped interface only in some locations, whereas in other they are shallower. This indicates that the mapped basal surface can be considered the envelope of the maximum volume involved, in the past, by the mass movement, and that part of such volume is nowadays no longer moving. The integration of multi-geophysical surveys, in this case, proved to be a valuable way to spatialize evidences collected by boreholes, providing the basis for a three-dimensional geological model of the slope that can later on be used for modelling purposes.
References
Bichler, A., P. Bobrowsky, M. Best, M. Douma, J. Hunter, T. Calvert, and R. Burns. 2004. “Three-Dimensional Mapping of a Landslide Using a Multi-Geophysical Approach: The Quesnel Forks Landslide.” Landslides 1 (1): 29–40. https://doi.org/10.1007/s10346-003-0008-7.
Bogoslovsky, V A, and A A Ogilvy. 1977. “GEOPHYSICAL METHODS FOR THE INVESTIGATION OF LANDSLIDES.” GEOPHYSICS 42 (3): 562–71. https://doi.org/10.1190/1.1440727.
Bruno, F., and F. Marillier. 2000. “Test of High-Resolution Seismic Reflection and Other Geophysical Techniques on the Boup Lanslide in the Swiss Alps.” Surveys in Geophysics 21 (4): 333–48.
Jongmans, Denis, and Stéphane Garambois. 2007. “Geophysical Investigation of Landslides: A Review.” Bulletin de La Societe Geologique de France 178 (2): 101–12. https://doi.org/10.2113/gssgfbull.178.2.101.
Nakamura, Y. 1989. “Method for Dynamic Characteristics of Subsurface Using Microtremor on the Ground Surface.” Proc. 20th JSCE Earthquake Eng. Symposium.
How to cite: Critelli, V., Ronchetti, F., Corsini, A., Berti, M., and Di Paola, G.: Integration of multi-parameter geophysical data to the structural mapping of a landslide’s subsurface, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10592, https://doi.org/10.5194/egusphere-egu21-10592, 2021.
EGU21-13181 | vPICO presentations | NH3.6
Rapid mapping of landslides by Deep-Learning of combined optical and SAR dataLorenzo Nava, Filippo Catani, and Oriol Monserrat
In the world, various natural calamities, like earthquakes and massive rainfalls sometimes combined with windstorms, can trigger multiple landslide events that can occur in groups of hundreds to thousands in a region, over a short time span. Therefore, there is a growing need to be able to intervene quickly to accurately map the impacted areas. To this end, VHR optical images ensure best performances in terms of spatial accuracy but, for rapid mapping, they present limitations due to the possible presence of cloud cover as, often, the first cloudless image is available with an unacceptable time delay, see, e.g., the cases of strong earthquakes of Chile 2017, Nepal 2015 and Ecuador 2016. A possible solution may stand in the combined exploitation of optical and SAR data. In this study, deep-learning convolution neural networks (CNNs) techniques have been used to compare and combine the mapping and classification performances of optical images (from Sentinel-2) and SAR images (from Sentinel-1). The training and test zones used to independently evaluate the performance of CNNs on different datasets are located in the eastern Iburi subprefecture in Hokkaido, where, at 03.08 local time (JST) on September 6, 2018, a Mw 6.6 earthquake triggered about 7837 coseismic landslides. We analyzed the conditions before and after the earthquake exploiting SAR and optical data by means of a series of CNNs implemented in Python that point out the locations where the Landslide class is predicted as more likely. As expected, the CNN run on optical images proved itself excellent for the landslide detection task, achieving an overall accuracy of 98.48% while a CNN based on the combination of ground range detected (GRD) data (SAR) achieved an overall accuracy of 95.54%. Despite this, the integrated use of SAR data allows for a rapid mapping even during storms and under cloud cover and seems to provide a comparable accuracy than optical change detection. We believe that, in the near future, such classification accuracy might even increase with the availability of new, VHR SAR products, such as the 50 cm x 50 cm resolution imagery from the Capella-2 satellite.
How to cite: Nava, L., Catani, F., and Monserrat, O.: Rapid mapping of landslides by Deep-Learning of combined optical and SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13181, https://doi.org/10.5194/egusphere-egu21-13181, 2021.
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In the world, various natural calamities, like earthquakes and massive rainfalls sometimes combined with windstorms, can trigger multiple landslide events that can occur in groups of hundreds to thousands in a region, over a short time span. Therefore, there is a growing need to be able to intervene quickly to accurately map the impacted areas. To this end, VHR optical images ensure best performances in terms of spatial accuracy but, for rapid mapping, they present limitations due to the possible presence of cloud cover as, often, the first cloudless image is available with an unacceptable time delay, see, e.g., the cases of strong earthquakes of Chile 2017, Nepal 2015 and Ecuador 2016. A possible solution may stand in the combined exploitation of optical and SAR data. In this study, deep-learning convolution neural networks (CNNs) techniques have been used to compare and combine the mapping and classification performances of optical images (from Sentinel-2) and SAR images (from Sentinel-1). The training and test zones used to independently evaluate the performance of CNNs on different datasets are located in the eastern Iburi subprefecture in Hokkaido, where, at 03.08 local time (JST) on September 6, 2018, a Mw 6.6 earthquake triggered about 7837 coseismic landslides. We analyzed the conditions before and after the earthquake exploiting SAR and optical data by means of a series of CNNs implemented in Python that point out the locations where the Landslide class is predicted as more likely. As expected, the CNN run on optical images proved itself excellent for the landslide detection task, achieving an overall accuracy of 98.48% while a CNN based on the combination of ground range detected (GRD) data (SAR) achieved an overall accuracy of 95.54%. Despite this, the integrated use of SAR data allows for a rapid mapping even during storms and under cloud cover and seems to provide a comparable accuracy than optical change detection. We believe that, in the near future, such classification accuracy might even increase with the availability of new, VHR SAR products, such as the 50 cm x 50 cm resolution imagery from the Capella-2 satellite.
How to cite: Nava, L., Catani, F., and Monserrat, O.: Rapid mapping of landslides by Deep-Learning of combined optical and SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13181, https://doi.org/10.5194/egusphere-egu21-13181, 2021.
EGU21-13974 | vPICO presentations | NH3.6
Utilizing an interactive AI-empowered web portal for landslide labeling for establishing a landslide database in Washington state, USATe Pei, Savinay Nagendra, Srikanth Banagere Manjunatha, Guanlin He, Daniel Kifer, Tong Qiu, and Chaopeng Shen
Landslides are common natural disasters around the globe. Understanding the accurate spatial distribution of landslides is essential for landslide analysis, prediction, and hazard mitigation. So far, many techniques have been used for landslide mapping to establish landslide inventories. However, these techniques either have a low automation level (e.g., visual interpretation-based methods) or a low generalization ability (e.g., pixel-based or object-based approaches); and improvements are required for landslide mapping. Therefore, we have developed an interactive, user-friendly web portal for landslide labeling. The web portal takes multi-temporal satellite images as inputs. A deep learning model will first detect landslide-suspicious areas in the image and present results to users for validation. Users can then review and annotate these machine-labeled landslides through a user-friendly interface. Users’ editions on landslide annotation will further improve the accuracy of the deep learning model. Two landslide-affected regions in Washington were selected to test the capability of our web portal for landslide mapping. The detected landslides were validated by expert labelers. The results indicated that our annotation tool was able to produce landslide maps with high precision, a high rate of annotation, and reduced human efforts.
How to cite: Pei, T., Nagendra, S., Banagere Manjunatha, S., He, G., Kifer, D., Qiu, T., and Shen, C.: Utilizing an interactive AI-empowered web portal for landslide labeling for establishing a landslide database in Washington state, USA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13974, https://doi.org/10.5194/egusphere-egu21-13974, 2021.
Please decide on your access
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Landslides are common natural disasters around the globe. Understanding the accurate spatial distribution of landslides is essential for landslide analysis, prediction, and hazard mitigation. So far, many techniques have been used for landslide mapping to establish landslide inventories. However, these techniques either have a low automation level (e.g., visual interpretation-based methods) or a low generalization ability (e.g., pixel-based or object-based approaches); and improvements are required for landslide mapping. Therefore, we have developed an interactive, user-friendly web portal for landslide labeling. The web portal takes multi-temporal satellite images as inputs. A deep learning model will first detect landslide-suspicious areas in the image and present results to users for validation. Users can then review and annotate these machine-labeled landslides through a user-friendly interface. Users’ editions on landslide annotation will further improve the accuracy of the deep learning model. Two landslide-affected regions in Washington were selected to test the capability of our web portal for landslide mapping. The detected landslides were validated by expert labelers. The results indicated that our annotation tool was able to produce landslide maps with high precision, a high rate of annotation, and reduced human efforts.
How to cite: Pei, T., Nagendra, S., Banagere Manjunatha, S., He, G., Kifer, D., Qiu, T., and Shen, C.: Utilizing an interactive AI-empowered web portal for landslide labeling for establishing a landslide database in Washington state, USA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13974, https://doi.org/10.5194/egusphere-egu21-13974, 2021.
EGU21-16549 | vPICO presentations | NH3.6
Thermal imaging and rock slabs deformation due to daily solar radiationMarc-Henri Derron, Lena Maillard, Li Fei, Michel Jaboyedoff, and Antoine Guérin
In the Yosemite National Park, it has been shown that large granitic exfoliation sheets can be subject to spectacular daily deformations (with cracks opening and closing with a magnitude of up to 15 mm over 24 hours). These thermal deformations, observed during hot summer days, are known to contribute greatly to rock falls. However, it is questionable whether this kind of deformation only occurs with exfoliation flakes (which have very particular shapes), or if it can be observed on more common rock faces geometries. Moreover, does this phenomenon only occur during hot summer days or also in other seasons?
To answer these questions, cracks and slabs in two sedimentary rock walls were monitored over 24-hour cycles, in summer and winter. The first site is in the massive limestones of the old quarry of St-Triphon (in the Swiss Prealps), the second one in the cliff of la Cornalle (near Lausanne), an intercalation of poorly consolidated sandstone and marls. Air and contact temperature loggers, a pyranometer to measure the incident solar radiation and crackmeters were used in situ. Thermal images were acquired every 20 minutes (surface thermocouples sensors and aluminum reflectors are used to constrain the surface emissivity and the environmental radiative temperature).
First it was shown, that during sunny days, the amplitude of the daily variation of the rock surface temperature is as large in winter than in summer (up to 30°C). As expected, this amplitude is larger in the detached slab than in the massive rock mass. In both sites, the deformation measured in the cracks reach about 0.2 mm. Depending on the slab geometry and its “attachment points” with the main rock mass, an increase of temperature can correspond to a closing or to an opening of the cracks. In conclusions, however these daily deformations are about two orders of magnitude smaller than those measured in the Yosemite big walls, they appear to occur also in “common” rock faces all around the year. On the long term, these deformations will contribute to the rock weakening at sub-surface conditions.
How to cite: Derron, M.-H., Maillard, L., Fei, L., Jaboyedoff, M., and Guérin, A.: Thermal imaging and rock slabs deformation due to daily solar radiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16549, https://doi.org/10.5194/egusphere-egu21-16549, 2021.
In the Yosemite National Park, it has been shown that large granitic exfoliation sheets can be subject to spectacular daily deformations (with cracks opening and closing with a magnitude of up to 15 mm over 24 hours). These thermal deformations, observed during hot summer days, are known to contribute greatly to rock falls. However, it is questionable whether this kind of deformation only occurs with exfoliation flakes (which have very particular shapes), or if it can be observed on more common rock faces geometries. Moreover, does this phenomenon only occur during hot summer days or also in other seasons?
To answer these questions, cracks and slabs in two sedimentary rock walls were monitored over 24-hour cycles, in summer and winter. The first site is in the massive limestones of the old quarry of St-Triphon (in the Swiss Prealps), the second one in the cliff of la Cornalle (near Lausanne), an intercalation of poorly consolidated sandstone and marls. Air and contact temperature loggers, a pyranometer to measure the incident solar radiation and crackmeters were used in situ. Thermal images were acquired every 20 minutes (surface thermocouples sensors and aluminum reflectors are used to constrain the surface emissivity and the environmental radiative temperature).
First it was shown, that during sunny days, the amplitude of the daily variation of the rock surface temperature is as large in winter than in summer (up to 30°C). As expected, this amplitude is larger in the detached slab than in the massive rock mass. In both sites, the deformation measured in the cracks reach about 0.2 mm. Depending on the slab geometry and its “attachment points” with the main rock mass, an increase of temperature can correspond to a closing or to an opening of the cracks. In conclusions, however these daily deformations are about two orders of magnitude smaller than those measured in the Yosemite big walls, they appear to occur also in “common” rock faces all around the year. On the long term, these deformations will contribute to the rock weakening at sub-surface conditions.
How to cite: Derron, M.-H., Maillard, L., Fei, L., Jaboyedoff, M., and Guérin, A.: Thermal imaging and rock slabs deformation due to daily solar radiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16549, https://doi.org/10.5194/egusphere-egu21-16549, 2021.
EGU21-3264 | vPICO presentations | NH3.6
Implementation of InfraRed Thermographic surveys in complex coastal areas: the case study of Polignano a Mare (southern Italy)Lidia Loiotine, Marco La Salandra, Gioacchino Francesco Andriani, Eliana Apicella, Michel Jaboyedoff, Mario Parise, and Marc-Henri Derron
InfraRed Thermography (IRT) spread quickly during the second half of the 20th century in the military, industrial and medical fields. This technique is at present widely used in the building sector to detect structural defects and energy losses. Being a non-destructive diagnostic technique, IRT was also introduced in the Earth Sciences, especially in the volcanology and environmental fields, yet its application for geostructural surveys is of recent development. Indeed, the acquisition of thermal images on rock masses could be an efficient tool for identifying fractures and voids, thus detecting signs of potential failures.
Further tests of thermal cameras on rock masses could help to evaluate the applicability, advantages and limits of the IRT technology for characterizing rock masses in different geological settings.
We present some results of IRT surveys carried out in the coastal area of Polignano a Mare (southern Italy), and their correlation with other remote sensing techniques (i.e. Terrestrial Laser Scanning and Structure from Motion). The case study (Lama Monachile) is represented by a 20 m-high cliff made up of Plio-Pleistocene calcarenites overlying Cretaceous limestones. Conjugate fracture systems, karst features, folds and faults, were detected in the rock mass during field surveys. In addition, dense vegetation and anthropogenic elements, which at places modified the natural setting of the rock mass, represent relevant disturbances for the characterization of the rock mass. In this context, IRT surveys were added to the other techniques, aimed at detecting the major discontinuities and fractured zones, based on potential thermal anomalies.
IRT surveys were carried out in December 2020 on the east side of the rock mass at Lama Monachile site. Thermal images were acquired every 20 minutes for 24 hours by means of a FLIR T-660 thermal imager mounted on a fixed tripod. Ambient air temperature and relative humidity were measured during the acquisition with a pocketsize thermo-hydrometer. A reflective paper was placed at the base of the cliff to measure the reflected apparent temperature. In addition, three thermocouple sensors were fixed to the different lithologic units of the rock face. These parameters, together with the distance between the FLIR T-660 and the rock face, were used in order to calibrate the thermal imager and correct the apparent temperatures recorded by the device, during the post-processing phase. Successively, vertical profiles showing the temperature of the rock face over time were extracted from the thermograms. Thermal anomalies were correlated with stratigraphic and Geological Strength Index profiles, obtained by means of field surveys and Structure from Motion techniques. The presence of fracture and voids in the rock mass was also investigated.
How to cite: Loiotine, L., La Salandra, M., Andriani, G. F., Apicella, E., Jaboyedoff, M., Parise, M., and Derron, M.-H.: Implementation of InfraRed Thermographic surveys in complex coastal areas: the case study of Polignano a Mare (southern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3264, https://doi.org/10.5194/egusphere-egu21-3264, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
InfraRed Thermography (IRT) spread quickly during the second half of the 20th century in the military, industrial and medical fields. This technique is at present widely used in the building sector to detect structural defects and energy losses. Being a non-destructive diagnostic technique, IRT was also introduced in the Earth Sciences, especially in the volcanology and environmental fields, yet its application for geostructural surveys is of recent development. Indeed, the acquisition of thermal images on rock masses could be an efficient tool for identifying fractures and voids, thus detecting signs of potential failures.
Further tests of thermal cameras on rock masses could help to evaluate the applicability, advantages and limits of the IRT technology for characterizing rock masses in different geological settings.
We present some results of IRT surveys carried out in the coastal area of Polignano a Mare (southern Italy), and their correlation with other remote sensing techniques (i.e. Terrestrial Laser Scanning and Structure from Motion). The case study (Lama Monachile) is represented by a 20 m-high cliff made up of Plio-Pleistocene calcarenites overlying Cretaceous limestones. Conjugate fracture systems, karst features, folds and faults, were detected in the rock mass during field surveys. In addition, dense vegetation and anthropogenic elements, which at places modified the natural setting of the rock mass, represent relevant disturbances for the characterization of the rock mass. In this context, IRT surveys were added to the other techniques, aimed at detecting the major discontinuities and fractured zones, based on potential thermal anomalies.
IRT surveys were carried out in December 2020 on the east side of the rock mass at Lama Monachile site. Thermal images were acquired every 20 minutes for 24 hours by means of a FLIR T-660 thermal imager mounted on a fixed tripod. Ambient air temperature and relative humidity were measured during the acquisition with a pocketsize thermo-hydrometer. A reflective paper was placed at the base of the cliff to measure the reflected apparent temperature. In addition, three thermocouple sensors were fixed to the different lithologic units of the rock face. These parameters, together with the distance between the FLIR T-660 and the rock face, were used in order to calibrate the thermal imager and correct the apparent temperatures recorded by the device, during the post-processing phase. Successively, vertical profiles showing the temperature of the rock face over time were extracted from the thermograms. Thermal anomalies were correlated with stratigraphic and Geological Strength Index profiles, obtained by means of field surveys and Structure from Motion techniques. The presence of fracture and voids in the rock mass was also investigated.
How to cite: Loiotine, L., La Salandra, M., Andriani, G. F., Apicella, E., Jaboyedoff, M., Parise, M., and Derron, M.-H.: Implementation of InfraRed Thermographic surveys in complex coastal areas: the case study of Polignano a Mare (southern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3264, https://doi.org/10.5194/egusphere-egu21-3264, 2021.
EGU21-3358 | vPICO presentations | NH3.6
Landslide Geo-Information Services for the AlpsJean-Philippe Malet, Clément Michoud, Thierry Oppikofer, Giovanni B. Crosta, Paolo Frattini, Fabrizio Pacini, Javier Garcia Robles, and Michaelis Foumelis
The project “Geo-information Services for Landslides in the Alps (eo4alps-landslide)” has the main objective of exploiting the potential of new satellite data coupled to advanced modelling for gravitational hazards assessment in the Alpine region. The two-year project starts in early 2021 and consists of a broad consortium of universities, geological consultancies, ICT companies and geological services. More than 20 authorities and other stakeholders responsible for landslide disaster risk management are actively involved in all project phases. “eo4alps-landslide” aims at ensuring that satellite-based Earth Observation (EO) products are increasingly and more efficiently used in practice for science and operational DRM procedures. “eo4alps-landslide” produces harmonised and advanced landslide inventories and susceptibility/hazard maps for the Alps based on InSAR and optical ground motion services and landslide-specific models embedded in the Geohazards Exploitation Platform (GEP). These EO-based services and products can be complemented by local datasets and terrain data from the end users directly in GEP. Planned products of “eo4alps-landslide” includes 1) automatic landslide detection using satellite optical and InSAR-based services, 2) harmonised and advanced landslide catalogues resulting from the satellite based detection and local inventories, 3) susceptibility/hazard maps consisting of possible landslide source areas and landslide type-specific runout modelling. Further fields of application and products will be adapted to the needs of end users. The methods will be generic in order to be used at several spatial scales from Tier 1 (region) to Tier 2 (municipality) and Tier 3 (local slope). Furthermore, the products of “eo4alps-landslide” will be compatible with products and services of other “eo4alps” initiatives, as well as with the European Ground Motion Service (EGMS).
How to cite: Malet, J.-P., Michoud, C., Oppikofer, T., Crosta, G. B., Frattini, P., Pacini, F., Garcia Robles, J., and Foumelis, M.: Landslide Geo-Information Services for the Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3358, https://doi.org/10.5194/egusphere-egu21-3358, 2021.
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The project “Geo-information Services for Landslides in the Alps (eo4alps-landslide)” has the main objective of exploiting the potential of new satellite data coupled to advanced modelling for gravitational hazards assessment in the Alpine region. The two-year project starts in early 2021 and consists of a broad consortium of universities, geological consultancies, ICT companies and geological services. More than 20 authorities and other stakeholders responsible for landslide disaster risk management are actively involved in all project phases. “eo4alps-landslide” aims at ensuring that satellite-based Earth Observation (EO) products are increasingly and more efficiently used in practice for science and operational DRM procedures. “eo4alps-landslide” produces harmonised and advanced landslide inventories and susceptibility/hazard maps for the Alps based on InSAR and optical ground motion services and landslide-specific models embedded in the Geohazards Exploitation Platform (GEP). These EO-based services and products can be complemented by local datasets and terrain data from the end users directly in GEP. Planned products of “eo4alps-landslide” includes 1) automatic landslide detection using satellite optical and InSAR-based services, 2) harmonised and advanced landslide catalogues resulting from the satellite based detection and local inventories, 3) susceptibility/hazard maps consisting of possible landslide source areas and landslide type-specific runout modelling. Further fields of application and products will be adapted to the needs of end users. The methods will be generic in order to be used at several spatial scales from Tier 1 (region) to Tier 2 (municipality) and Tier 3 (local slope). Furthermore, the products of “eo4alps-landslide” will be compatible with products and services of other “eo4alps” initiatives, as well as with the European Ground Motion Service (EGMS).
How to cite: Malet, J.-P., Michoud, C., Oppikofer, T., Crosta, G. B., Frattini, P., Pacini, F., Garcia Robles, J., and Foumelis, M.: Landslide Geo-Information Services for the Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3358, https://doi.org/10.5194/egusphere-egu21-3358, 2021.
EGU21-11028 | vPICO presentations | NH3.6
Establishing the timings of rainfall-triggered landslides using Sentinel-1 satellite radar dataKaty Burrows, Odin Marc, and Dominique Remy
Heavy rainfall can trigger thousands of landslides, which have a significant effect on the landscape and can pose a hazard to people and infrastructure. Inventories of rainfall triggered landslides are used to improve our understanding of the physical mechanisms that cause the event, in assessing the impact of the event and in the development of hazard mitigation strategies. Inventories of rainfall-triggered landslides are most commonly generated using optical or multispectral satellite imagery, but such imagery is often obscured by cloud-cover associated with the rainfall event. Cloud-free optical satellite images may not be available until several weeks following an event. In the case where rain falls over a long period of time, for example during the monsoon season or successive typhoon events, the timing of the triggered landslides is usually poorly constrained. This lack of information on landslide timing limits both hazard mitigation strategies and our ability to model the physical processes behind the triggered landsliding.
Satellite radar has emerged recently as an alternative source of information on landslides. The removal of vegetation and movement of material due to a landslide alters the scattering properties of the Earth’s surface, thus giving landslides a signal in satellite radar imagery. Satellite radar data can be acquired in all weather conditions, and the regular and frequent acquisitions of the Sentinel-1 constellation, could allow landslide timing to be constrained to within a few days. Satellite radar data has been successfully used in detecting the spatial distribution of landslides whose timing is known a-priori (for example those triggered by earthquakes). Here we demonstrate that time series of Sentinel-1 satellite radar images can also be used to achieve the opposite: the identification of landslide timing for an event whose spatial extent is known.
We analyse radar coherence and amplitude times series to identify changes in the time series associated with landslide occurrence. We compare pixels within each landslide with nearby pixels outside each landslide that have been identified to be similar in pre-rainfall Sentinel-1 and Sentinel-2 imagery. We test our methods on rainfall-triggered landslides in Nepal and Japan, both of which are mountainous countries that experience regular heavy rainfall events that are often obscured by cloud cover in optical satellite imagery.
How to cite: Burrows, K., Marc, O., and Remy, D.: Establishing the timings of rainfall-triggered landslides using Sentinel-1 satellite radar data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11028, https://doi.org/10.5194/egusphere-egu21-11028, 2021.
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Heavy rainfall can trigger thousands of landslides, which have a significant effect on the landscape and can pose a hazard to people and infrastructure. Inventories of rainfall triggered landslides are used to improve our understanding of the physical mechanisms that cause the event, in assessing the impact of the event and in the development of hazard mitigation strategies. Inventories of rainfall-triggered landslides are most commonly generated using optical or multispectral satellite imagery, but such imagery is often obscured by cloud-cover associated with the rainfall event. Cloud-free optical satellite images may not be available until several weeks following an event. In the case where rain falls over a long period of time, for example during the monsoon season or successive typhoon events, the timing of the triggered landslides is usually poorly constrained. This lack of information on landslide timing limits both hazard mitigation strategies and our ability to model the physical processes behind the triggered landsliding.
Satellite radar has emerged recently as an alternative source of information on landslides. The removal of vegetation and movement of material due to a landslide alters the scattering properties of the Earth’s surface, thus giving landslides a signal in satellite radar imagery. Satellite radar data can be acquired in all weather conditions, and the regular and frequent acquisitions of the Sentinel-1 constellation, could allow landslide timing to be constrained to within a few days. Satellite radar data has been successfully used in detecting the spatial distribution of landslides whose timing is known a-priori (for example those triggered by earthquakes). Here we demonstrate that time series of Sentinel-1 satellite radar images can also be used to achieve the opposite: the identification of landslide timing for an event whose spatial extent is known.
We analyse radar coherence and amplitude times series to identify changes in the time series associated with landslide occurrence. We compare pixels within each landslide with nearby pixels outside each landslide that have been identified to be similar in pre-rainfall Sentinel-1 and Sentinel-2 imagery. We test our methods on rainfall-triggered landslides in Nepal and Japan, both of which are mountainous countries that experience regular heavy rainfall events that are often obscured by cloud cover in optical satellite imagery.
How to cite: Burrows, K., Marc, O., and Remy, D.: Establishing the timings of rainfall-triggered landslides using Sentinel-1 satellite radar data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11028, https://doi.org/10.5194/egusphere-egu21-11028, 2021.
EGU21-14480 | vPICO presentations | NH3.6
Bender Element Test and Numerical Simulation of Sliding Zone Soil with Gravels of Huangtupo LandslideYu Chen
In order to study the effect of the different consolidation pressure, loading-unloading path and gravel content on the shear modulus of the small strain of sliding zone soil, a set of consolidation bender element test device was developed. The device consists of three parts: a consolidation system, a deformation measuring system, and a shear wave testing system. The consolidation system is composed of a traditional consolidation instrument and the plexiglass cylinder box. The sample is cylindrical in shape and has a size of 50 mm×50 mm. The consolidation displacement is measured by a digital display micrometer. Shear wave testing system is a wave velocity measurement system made of piezoelectric ceramic. The experimental results show that the device can control the consolidation pressure and measure the vertical deformation, measure the shear wave velocity of the sliding zone soil in real-time, and then study the variation rule of the small strain shear modulus of the sliding zone soil with gravels. The shear modulus of the sliding zone soil increases with an increase in the consolidation pressure. The shear modulus of the unloading of sliding zone soil is larger than that of loading. Under the loading pressure of 200 kPa and 400 kPa, the shear modulus of the sliding zone soil first decreases and then increases with an increase in the gravel content. In the process of unloading, the shear modulus of the sliding zone soil increases with an increase in the gravel content.
How to cite: Chen, Y.: Bender Element Test and Numerical Simulation of Sliding Zone Soil with Gravels of Huangtupo Landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14480, https://doi.org/10.5194/egusphere-egu21-14480, 2021.
In order to study the effect of the different consolidation pressure, loading-unloading path and gravel content on the shear modulus of the small strain of sliding zone soil, a set of consolidation bender element test device was developed. The device consists of three parts: a consolidation system, a deformation measuring system, and a shear wave testing system. The consolidation system is composed of a traditional consolidation instrument and the plexiglass cylinder box. The sample is cylindrical in shape and has a size of 50 mm×50 mm. The consolidation displacement is measured by a digital display micrometer. Shear wave testing system is a wave velocity measurement system made of piezoelectric ceramic. The experimental results show that the device can control the consolidation pressure and measure the vertical deformation, measure the shear wave velocity of the sliding zone soil in real-time, and then study the variation rule of the small strain shear modulus of the sliding zone soil with gravels. The shear modulus of the sliding zone soil increases with an increase in the consolidation pressure. The shear modulus of the unloading of sliding zone soil is larger than that of loading. Under the loading pressure of 200 kPa and 400 kPa, the shear modulus of the sliding zone soil first decreases and then increases with an increase in the gravel content. In the process of unloading, the shear modulus of the sliding zone soil increases with an increase in the gravel content.
How to cite: Chen, Y.: Bender Element Test and Numerical Simulation of Sliding Zone Soil with Gravels of Huangtupo Landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14480, https://doi.org/10.5194/egusphere-egu21-14480, 2021.
EGU21-7996 | vPICO presentations | NH3.6
Anthropogenic transformations in the glaciotectionical area in the Polish part of the Muskau ArchEwa Warchala, Miłosz Becker, Jan Blachowski, Anna Buczyńska, Natalia Bugajska, Dominik Janicki, Jacek Koźma, Leszek Kwaśny, and Jarosław Wajs
The eastern part of the transboundary UNESCO Global Geopark Muskau Arch and the southern part of the Landscape park of the same name include four areas that are the subject of research in a project financed by the OPUS National Science Centre (No. 2019/33/B/ST10/02975).
The Muskau Arch is a unique moraine structure created as a result of the multi-stage influence of the Scandinavian ice sheet. Its most characteristic geomorphological feature are parallel sequences of land surface depressions, separated by local moraine hills.
The area in question covers the former German and Polish mine “Babina”, active between 1920 and 1972. Brown coal, ceramic clay and glass sands deposits were exploited with underground and opencast methods, resulting in a variety of anthropogenic transformations in the entire region.
The internal geological structure of the Muskau Arch, identified by drilling and mining works, indicates the presence of many zones, which differ in terms of the style of glacial-tectonic sediment deformation.
As part of the project, geophysical research (gravimetric and seismic) and geotechnical drilling were carried out providing new information on the character and scale of anthropogenic transformations of the glaciotectonic area, as well as the origins of anthropogenic and natural terrain deformations.
The developed gravimetric maps combine the geomorphological forms of the terrain and surface deformations with the geological structure and anthropogenic or natural changes. The qualitative interpretation is based on the analysis of the distribution, size and amplitude of gravity anomalies reflecting the bulk density of the sediments that make up the studied medium. Negative anomalies reflect the shortage of masses, which, as a natural factor, should be associated with the presence of weathering brown coal seams, their extent and dip. They are also generated by anthropogenic processes related to mining exploitation and translate into post-mining voids, zones of continuous consolidation and subsidence trough and post-mining heaps. Anomalies with positive amplitudes show the presence of tills, glacial sands and clays.
The results of measurements along seismic cross-sections confirmed the high glaciotectonic involvement within the Tertiary formations, showed the framework character of the top of the underlying (Cretaceous) deposits and allowed for the interpretation of lithostratigraphic boundaries.
Additionally, geotechnical drilling to a depth of 12 m was carried out in selected places using an impact system (Stitz) and a geotechnical light probe (Dynamic Penetration Light). The drillings were made in places that differed in the type of human interference: heaps, surface sinkholes, as well as in places intact by mining activities. The data from the drilling will be used for the geological and engineering analysis of morphological disturbances in the next tasks, including the construction of the model using the finite element method.
The natural and anthropogenic geomorphological forms of various origins that co-occur in the area of the UNESCO Global Geopark Muskau Arch constitute a part of the global geological and cultural heritage of a great importance in Poland and in Europe. Research which aim at discovering the genesis of these transformations can greatly contribute to our understanding of the modern-day environmental changes.
How to cite: Warchala, E., Becker, M., Blachowski, J., Buczyńska, A., Bugajska, N., Janicki, D., Koźma, J., Kwaśny, L., and Wajs, J.: Anthropogenic transformations in the glaciotectionical area in the Polish part of the Muskau Arch, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7996, https://doi.org/10.5194/egusphere-egu21-7996, 2021.
The eastern part of the transboundary UNESCO Global Geopark Muskau Arch and the southern part of the Landscape park of the same name include four areas that are the subject of research in a project financed by the OPUS National Science Centre (No. 2019/33/B/ST10/02975).
The Muskau Arch is a unique moraine structure created as a result of the multi-stage influence of the Scandinavian ice sheet. Its most characteristic geomorphological feature are parallel sequences of land surface depressions, separated by local moraine hills.
The area in question covers the former German and Polish mine “Babina”, active between 1920 and 1972. Brown coal, ceramic clay and glass sands deposits were exploited with underground and opencast methods, resulting in a variety of anthropogenic transformations in the entire region.
The internal geological structure of the Muskau Arch, identified by drilling and mining works, indicates the presence of many zones, which differ in terms of the style of glacial-tectonic sediment deformation.
As part of the project, geophysical research (gravimetric and seismic) and geotechnical drilling were carried out providing new information on the character and scale of anthropogenic transformations of the glaciotectonic area, as well as the origins of anthropogenic and natural terrain deformations.
The developed gravimetric maps combine the geomorphological forms of the terrain and surface deformations with the geological structure and anthropogenic or natural changes. The qualitative interpretation is based on the analysis of the distribution, size and amplitude of gravity anomalies reflecting the bulk density of the sediments that make up the studied medium. Negative anomalies reflect the shortage of masses, which, as a natural factor, should be associated with the presence of weathering brown coal seams, their extent and dip. They are also generated by anthropogenic processes related to mining exploitation and translate into post-mining voids, zones of continuous consolidation and subsidence trough and post-mining heaps. Anomalies with positive amplitudes show the presence of tills, glacial sands and clays.
The results of measurements along seismic cross-sections confirmed the high glaciotectonic involvement within the Tertiary formations, showed the framework character of the top of the underlying (Cretaceous) deposits and allowed for the interpretation of lithostratigraphic boundaries.
Additionally, geotechnical drilling to a depth of 12 m was carried out in selected places using an impact system (Stitz) and a geotechnical light probe (Dynamic Penetration Light). The drillings were made in places that differed in the type of human interference: heaps, surface sinkholes, as well as in places intact by mining activities. The data from the drilling will be used for the geological and engineering analysis of morphological disturbances in the next tasks, including the construction of the model using the finite element method.
The natural and anthropogenic geomorphological forms of various origins that co-occur in the area of the UNESCO Global Geopark Muskau Arch constitute a part of the global geological and cultural heritage of a great importance in Poland and in Europe. Research which aim at discovering the genesis of these transformations can greatly contribute to our understanding of the modern-day environmental changes.
How to cite: Warchala, E., Becker, M., Blachowski, J., Buczyńska, A., Bugajska, N., Janicki, D., Koźma, J., Kwaśny, L., and Wajs, J.: Anthropogenic transformations in the glaciotectionical area in the Polish part of the Muskau Arch, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7996, https://doi.org/10.5194/egusphere-egu21-7996, 2021.
NH3.8 – Landslide Hazard and Risk in a Changing Environment
EGU21-14070 | vPICO presentations | NH3.8
Landslide Detection of Hyperspectral Remote Sensing Data Based on Deep Learning With ConstrainsYao Li
There is a growing demand for constructing a complete and accurate landslide maps and inventories in a wide range, which leading explosive growth in extraction algorithm study based on remote sensing images. To the best of our knowledge, no study focused on deep learning-based methods for landslide detection on hyperspectral images.We proposes a deep learning frameworkwith constraints to detect landslides on hyperspectral image. The framework consists of two steps. First, a deep belief network is employed to extract the spectral–spatial features of a landslide. Second, we insert the high-level features and constraints into a logistic regression classifier for verifying the landslide. Experimental results demonstrated that the framework can achieve higher overall accuracy when compared to traditional hyperspectral image classification methods. The precision of the landslide detection on the whole image, obtained by the proposed method, can reach 97.91%, whereas the precision of the linear support vector machine, spectral information divergence, and spectral angle match are 94.36%, 84.50%, and 86.44%, respectively. Also, this article reveals that the high-level feature extraction system has a significant potential for landslide detection, especially in multi-source remote sensing.
How to cite: Li, Y.: Landslide Detection of Hyperspectral Remote Sensing Data Based on Deep Learning With Constrains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14070, https://doi.org/10.5194/egusphere-egu21-14070, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
There is a growing demand for constructing a complete and accurate landslide maps and inventories in a wide range, which leading explosive growth in extraction algorithm study based on remote sensing images. To the best of our knowledge, no study focused on deep learning-based methods for landslide detection on hyperspectral images.We proposes a deep learning frameworkwith constraints to detect landslides on hyperspectral image. The framework consists of two steps. First, a deep belief network is employed to extract the spectral–spatial features of a landslide. Second, we insert the high-level features and constraints into a logistic regression classifier for verifying the landslide. Experimental results demonstrated that the framework can achieve higher overall accuracy when compared to traditional hyperspectral image classification methods. The precision of the landslide detection on the whole image, obtained by the proposed method, can reach 97.91%, whereas the precision of the linear support vector machine, spectral information divergence, and spectral angle match are 94.36%, 84.50%, and 86.44%, respectively. Also, this article reveals that the high-level feature extraction system has a significant potential for landslide detection, especially in multi-source remote sensing.
How to cite: Li, Y.: Landslide Detection of Hyperspectral Remote Sensing Data Based on Deep Learning With Constrains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14070, https://doi.org/10.5194/egusphere-egu21-14070, 2021.
EGU21-6171 | vPICO presentations | NH3.8
Identification, validation and assessment of Multiple Occurrence Regional Landslide Events (MORLE) in Catalonia (Spain) during the last one hundred years.Pere Buxó, Pere Oller, Daniel Xifré, Ivan Fabregat, Jordi Marturià, and Marc Janeras
Landslides in the Pyrenees cause periodical damage to infrastructure and human lives. The European PyrMove project aims to develop cross-border methodologies to manage and reduce risk associated with these geological hazards. One of its approaches are the study of Multiple-Occurrence Regional Landslide Events (MORLE) generated by episodes of intense rainfalls that affect large areas. To prevent and manage MORLE crisis, an identification and categorization of the geological and meteorological factors determining the MORLEs that occurred in Catalonia during the 20th and 21st century were carried out, with special attention to the last 30 years. These events were contrasted to some relevant landslide events at worldwide scale. A new qualitative scale of magnitude multiple Regional Landslide event (mRL) has been conceived according two variables that provide the best reliability for the historical data: (1) the area of the affected region and (2) the magnitude of the largest inventoried landslide. To determine the magnitude of largest landslide we used the ICGC scale based on its size and the total mobilized energy (M). Finally, two MORLE that occurred in 1982 and 2003 in Catalonia have been studied in detail to collect basic information on geological phenomena. These preliminary works will make possible in the future to estimate the triggering precipitation thresholds that induce MORLE scenarios in Catalonia.
The magnitude scale of MORLE events allows contextualizing the Catalan MORLE in the World. In this approach, seventeen World’s MORLEs events have been described for this work. The main triggering factor of studied regional events has been earthquakes (56%) and intense rainfall or typhoons (44%). Their extension normally do not exceed 50,000 km2 and the number of landslides exceeds, in some cases, 50,000. MORLE’s magnitudes, are mostly 3 or higher, due to their large extension, and to the magnitude of the largest landslide, which normally reaches over the maximum degree within the established magnitude scale for landslides in Catalonia by ICGC (M). Damages and human losses have been difficult to quantify, however, at worldwide scale, most of the MORLEs recorded human losses (> 600 in some cases). The most catastrophic MORLE was in Wenchuan region, China, in October 2008, with more than 87,000 fatalities, 52,194 landslides and 410,000 km2 of affected regional area.
In Catalonia, 13 MORLEs have been registered from 1900 to present. Here, the main trigger factor has been intense precipitation and the affected areas usually do not exceed 10,000 km2. However, in some cases such as October 1982, which records the largest number of identified landslides (about 900), reached 20,000 km2. The magnitude of the largest event rarely exceeds category M4 in ICGC scale, being the majority category M3. Damages have been considerable in these events such as the most recent, triggered by Gloria storm in January 2020. For Catalonia, three general characteristics are notable: (1) East storm situations are the main generators of MORLE’s; (2) MORLEs usually reach magnitudes mRL3 o mRL4.
This work has been supported by the European Commission under the Interreg V-A-POCTEFA programme (grant no. PyrMove - EFA364/19).
How to cite: Buxó, P., Oller, P., Xifré, D., Fabregat, I., Marturià, J., and Janeras, M.: Identification, validation and assessment of Multiple Occurrence Regional Landslide Events (MORLE) in Catalonia (Spain) during the last one hundred years., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6171, https://doi.org/10.5194/egusphere-egu21-6171, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Landslides in the Pyrenees cause periodical damage to infrastructure and human lives. The European PyrMove project aims to develop cross-border methodologies to manage and reduce risk associated with these geological hazards. One of its approaches are the study of Multiple-Occurrence Regional Landslide Events (MORLE) generated by episodes of intense rainfalls that affect large areas. To prevent and manage MORLE crisis, an identification and categorization of the geological and meteorological factors determining the MORLEs that occurred in Catalonia during the 20th and 21st century were carried out, with special attention to the last 30 years. These events were contrasted to some relevant landslide events at worldwide scale. A new qualitative scale of magnitude multiple Regional Landslide event (mRL) has been conceived according two variables that provide the best reliability for the historical data: (1) the area of the affected region and (2) the magnitude of the largest inventoried landslide. To determine the magnitude of largest landslide we used the ICGC scale based on its size and the total mobilized energy (M). Finally, two MORLE that occurred in 1982 and 2003 in Catalonia have been studied in detail to collect basic information on geological phenomena. These preliminary works will make possible in the future to estimate the triggering precipitation thresholds that induce MORLE scenarios in Catalonia.
The magnitude scale of MORLE events allows contextualizing the Catalan MORLE in the World. In this approach, seventeen World’s MORLEs events have been described for this work. The main triggering factor of studied regional events has been earthquakes (56%) and intense rainfall or typhoons (44%). Their extension normally do not exceed 50,000 km2 and the number of landslides exceeds, in some cases, 50,000. MORLE’s magnitudes, are mostly 3 or higher, due to their large extension, and to the magnitude of the largest landslide, which normally reaches over the maximum degree within the established magnitude scale for landslides in Catalonia by ICGC (M). Damages and human losses have been difficult to quantify, however, at worldwide scale, most of the MORLEs recorded human losses (> 600 in some cases). The most catastrophic MORLE was in Wenchuan region, China, in October 2008, with more than 87,000 fatalities, 52,194 landslides and 410,000 km2 of affected regional area.
In Catalonia, 13 MORLEs have been registered from 1900 to present. Here, the main trigger factor has been intense precipitation and the affected areas usually do not exceed 10,000 km2. However, in some cases such as October 1982, which records the largest number of identified landslides (about 900), reached 20,000 km2. The magnitude of the largest event rarely exceeds category M4 in ICGC scale, being the majority category M3. Damages have been considerable in these events such as the most recent, triggered by Gloria storm in January 2020. For Catalonia, three general characteristics are notable: (1) East storm situations are the main generators of MORLE’s; (2) MORLEs usually reach magnitudes mRL3 o mRL4.
This work has been supported by the European Commission under the Interreg V-A-POCTEFA programme (grant no. PyrMove - EFA364/19).
How to cite: Buxó, P., Oller, P., Xifré, D., Fabregat, I., Marturià, J., and Janeras, M.: Identification, validation and assessment of Multiple Occurrence Regional Landslide Events (MORLE) in Catalonia (Spain) during the last one hundred years., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6171, https://doi.org/10.5194/egusphere-egu21-6171, 2021.
EGU21-15140 | vPICO presentations | NH3.8
Moraine destabilization leading to the 2013 landslide onto Svínafellsjökull glacier, SE IcelandDaniel Ben-Yehoshua, Þorsteinn Sæmundsson, Jón Kristinn Helgason, Joaquin M.C. Belart, and Sigurður Erlingsson
On February 27th 2013 a large landslide fell onto Svínafellsjökull glacier, on the western slope of Öræfajökull volcano, SE Iceland. The slide occurred during an intensive rainstorm event between February 24th and 27th. The slide was detected at 20:30 o’clock at a seismic station located several kilometres away. It originated from lateral moraine and talus material below the steep north-eastern slope of Mt. Skarðatindur above a small contributory glacier. The debris flowed down-glacier towards the west with an approximate runout distance of 3000 m and a width of 500-600 m, covering about 1,4 km2 or about 17% of the glaciers’ surface. The extent of the debris deposit suggests a highly water saturated debris flow. Based on Digital Elevation Models (DEMs) from 2011 and 2013 the estimated volume of the slide was 5,4±0,1 million m3 which makes it one of the largest debris slides in Iceland over the last decades.
Long term destabilization by glacier unloading was investigated by comparing DEMs from 1994 to 2011. Meteorological data suggests that record breaking amounts of precipitation in combination with snowmelt due to relatively warm temperatures in late February caused a significant water inflow into the system which is likely to have caused the failure.
Analysis of aerial imagery and DEMs after the failure suggest a complex slide. The debris cover on the glacier reduced the surface ablation which resulted in an up to 30 m height difference between the debris free glacier surface and the debris covered part in 2020.
How to cite: Ben-Yehoshua, D., Sæmundsson, Þ., Helgason, J. K., M.C. Belart, J., and Erlingsson, S.: Moraine destabilization leading to the 2013 landslide onto Svínafellsjökull glacier, SE Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15140, https://doi.org/10.5194/egusphere-egu21-15140, 2021.
On February 27th 2013 a large landslide fell onto Svínafellsjökull glacier, on the western slope of Öræfajökull volcano, SE Iceland. The slide occurred during an intensive rainstorm event between February 24th and 27th. The slide was detected at 20:30 o’clock at a seismic station located several kilometres away. It originated from lateral moraine and talus material below the steep north-eastern slope of Mt. Skarðatindur above a small contributory glacier. The debris flowed down-glacier towards the west with an approximate runout distance of 3000 m and a width of 500-600 m, covering about 1,4 km2 or about 17% of the glaciers’ surface. The extent of the debris deposit suggests a highly water saturated debris flow. Based on Digital Elevation Models (DEMs) from 2011 and 2013 the estimated volume of the slide was 5,4±0,1 million m3 which makes it one of the largest debris slides in Iceland over the last decades.
Long term destabilization by glacier unloading was investigated by comparing DEMs from 1994 to 2011. Meteorological data suggests that record breaking amounts of precipitation in combination with snowmelt due to relatively warm temperatures in late February caused a significant water inflow into the system which is likely to have caused the failure.
Analysis of aerial imagery and DEMs after the failure suggest a complex slide. The debris cover on the glacier reduced the surface ablation which resulted in an up to 30 m height difference between the debris free glacier surface and the debris covered part in 2020.
How to cite: Ben-Yehoshua, D., Sæmundsson, Þ., Helgason, J. K., M.C. Belart, J., and Erlingsson, S.: Moraine destabilization leading to the 2013 landslide onto Svínafellsjökull glacier, SE Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15140, https://doi.org/10.5194/egusphere-egu21-15140, 2021.
EGU21-10520 | vPICO presentations | NH3.8
Idealized curved surface for mimicking slope failure: toward the sequential failureKo Chi-Jyun, Wang Chih-Ling, Wong Hock-Kiet, and Tai Yih-Chin
In Tai et al. (2020), the concept of idealized curved surface (ICS) is proposed to mimic the failure surface, and the application to a large-scale landslide yields good agreement with the satellite image for the post-failure flow paths. The ICS consists of two constant curvatures in the down-slope and cross-slope directions, respectively. Hence, it is convenient to evaluate the stability based on the moment of momentum with respect to the plausible ICS. In this study we are going introduce a new formula for the stability analysis, in which the balance of angular momentum is employed, so that the local failure thickness (above the ICS) and the local ground water level can be taken into account. That is, the depth distribution of the landslide body may also have significant impacts on the slope stability.
Motivated by the similarity between landslide and granular avalanches, the periodic sand avalanches on a heap are investigated by means of the snap shots of high-speed camera, where the sand is accumulated up to a specific volume before sliding down. It is found that the first failure takes place near the toe of the avalanching body and the rupture surface develops and moves upwards. The ICS and the associated stability analysis can well explain the initial failure near the toe. This concept can also be applied to the mystery of the Hsiaolin landslide, taking place in southern Taiwan in 2009, where the released volume is up to more than 22 Mm3 but the mean slope is around 21 degrees. In spite of a 2D analysis, it can be found that, with a reasonable groundwater level, the first failure could be suspected to develop around the toe part. Therefore, we speculate that the plausible state of the landslide is the rainfall induced rise of groundwater level, inducing the sequential landslides and resulting the resultant large-scale landslide event.
How to cite: Chi-Jyun, K., Chih-Ling, W., Hock-Kiet, W., and Yih-Chin, T.: Idealized curved surface for mimicking slope failure: toward the sequential failure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10520, https://doi.org/10.5194/egusphere-egu21-10520, 2021.
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In Tai et al. (2020), the concept of idealized curved surface (ICS) is proposed to mimic the failure surface, and the application to a large-scale landslide yields good agreement with the satellite image for the post-failure flow paths. The ICS consists of two constant curvatures in the down-slope and cross-slope directions, respectively. Hence, it is convenient to evaluate the stability based on the moment of momentum with respect to the plausible ICS. In this study we are going introduce a new formula for the stability analysis, in which the balance of angular momentum is employed, so that the local failure thickness (above the ICS) and the local ground water level can be taken into account. That is, the depth distribution of the landslide body may also have significant impacts on the slope stability.
Motivated by the similarity between landslide and granular avalanches, the periodic sand avalanches on a heap are investigated by means of the snap shots of high-speed camera, where the sand is accumulated up to a specific volume before sliding down. It is found that the first failure takes place near the toe of the avalanching body and the rupture surface develops and moves upwards. The ICS and the associated stability analysis can well explain the initial failure near the toe. This concept can also be applied to the mystery of the Hsiaolin landslide, taking place in southern Taiwan in 2009, where the released volume is up to more than 22 Mm3 but the mean slope is around 21 degrees. In spite of a 2D analysis, it can be found that, with a reasonable groundwater level, the first failure could be suspected to develop around the toe part. Therefore, we speculate that the plausible state of the landslide is the rainfall induced rise of groundwater level, inducing the sequential landslides and resulting the resultant large-scale landslide event.
How to cite: Chi-Jyun, K., Chih-Ling, W., Hock-Kiet, W., and Yih-Chin, T.: Idealized curved surface for mimicking slope failure: toward the sequential failure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10520, https://doi.org/10.5194/egusphere-egu21-10520, 2021.
EGU21-2790 | vPICO presentations | NH3.8
Preliminary statistical analysis of the Ticino landslide inventoryCarlota Amalia Gutierrez, Michel Jaboyedoff, Andrea Pedrazzini, and Marc-Henri Derron
The canton Ticino, Switzerland, with an alpine setting and humid climate, is exposed to a great number of natural events, among which are gravitational movements. The StorMe inventory, which is compiled by the Forestry Section from the Republic and Canton of Ticino, contains all the relevant information regarding recorded natural events during the last 20 years, including rockfalls, debris flows, floods, landslides and avalanches (Galfetti et al., 2019).
Annually, millions of Swiss francs are invested for risk management for natural events (Galfetti et al., 2019): base studies, precautionary measures (such as mitigation works, and the protection and maintenance of woods) and monitoring. Considering landslide inventories are important sources of information for hazard and risk assessment, it is crucial to exploit the existing data in order to gain a better understanding of the specificities of the processes present at a regional scale.
The most significant statistical properties of landslides derive from geometrical parameters such as landslide area or volume; which can be used to calculate the size, frequency and potential distribution of future landslides as well as the contribution of sediment yield to erosion.
Here, a statistical analysis was carried out using the StorMe inventory and additional data, in order to better understand the spatial and temporal distribution of events in the study area, their geometric characteristics (distance and angle of propagation, volume) and their relation to the soil/rock type, land use, and climate. The inventory consists of both spatial attributes (points and polygons) and linked attributes. Additional input data included topographical, geological, land cover and previously created hazard maps; both in raster and vector formats.
Preprocessing of the available data included the calculation of derived attributes (slope, curvature, elevation, area, perimeter, among others…) and the joining of spatial and textual data. Bivariate and multivariate statistical analyses were carried out first on the whole inventory (including time series, spatial distribution, volume distribution, frequency–area distribution and inventory quality) and then analyses on controlling factors (mainly elevation, slope, lithology and land cover) for each different type of process was carried out.
Preliminary analysis results show a few general trends regarding chiefly the distribution of landslide types, volumes, propagation distance, and reach angle (Farböschung); as well as some local anomalies. More in-depth analysis using machine learning will be carried out in the future in order to determine main controlling factors for each movement type in the study area.
__________________________________________________________________________________
Galfetti, M.; Bottinelli, L.; Salvetti, A.; Re, L. and Coratelli, S. (2019). Pericoli naturali in Ticino: storia, cifre e strumenti di prevenzione. EXTRA DATI - Supplemento online della rivista Dati dell’Ufficio di statistica. Anno XIX – N.02
How to cite: Gutierrez, C. A., Jaboyedoff, M., Pedrazzini, A., and Derron, M.-H.: Preliminary statistical analysis of the Ticino landslide inventory, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2790, https://doi.org/10.5194/egusphere-egu21-2790, 2021.
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The canton Ticino, Switzerland, with an alpine setting and humid climate, is exposed to a great number of natural events, among which are gravitational movements. The StorMe inventory, which is compiled by the Forestry Section from the Republic and Canton of Ticino, contains all the relevant information regarding recorded natural events during the last 20 years, including rockfalls, debris flows, floods, landslides and avalanches (Galfetti et al., 2019).
Annually, millions of Swiss francs are invested for risk management for natural events (Galfetti et al., 2019): base studies, precautionary measures (such as mitigation works, and the protection and maintenance of woods) and monitoring. Considering landslide inventories are important sources of information for hazard and risk assessment, it is crucial to exploit the existing data in order to gain a better understanding of the specificities of the processes present at a regional scale.
The most significant statistical properties of landslides derive from geometrical parameters such as landslide area or volume; which can be used to calculate the size, frequency and potential distribution of future landslides as well as the contribution of sediment yield to erosion.
Here, a statistical analysis was carried out using the StorMe inventory and additional data, in order to better understand the spatial and temporal distribution of events in the study area, their geometric characteristics (distance and angle of propagation, volume) and their relation to the soil/rock type, land use, and climate. The inventory consists of both spatial attributes (points and polygons) and linked attributes. Additional input data included topographical, geological, land cover and previously created hazard maps; both in raster and vector formats.
Preprocessing of the available data included the calculation of derived attributes (slope, curvature, elevation, area, perimeter, among others…) and the joining of spatial and textual data. Bivariate and multivariate statistical analyses were carried out first on the whole inventory (including time series, spatial distribution, volume distribution, frequency–area distribution and inventory quality) and then analyses on controlling factors (mainly elevation, slope, lithology and land cover) for each different type of process was carried out.
Preliminary analysis results show a few general trends regarding chiefly the distribution of landslide types, volumes, propagation distance, and reach angle (Farböschung); as well as some local anomalies. More in-depth analysis using machine learning will be carried out in the future in order to determine main controlling factors for each movement type in the study area.
__________________________________________________________________________________
Galfetti, M.; Bottinelli, L.; Salvetti, A.; Re, L. and Coratelli, S. (2019). Pericoli naturali in Ticino: storia, cifre e strumenti di prevenzione. EXTRA DATI - Supplemento online della rivista Dati dell’Ufficio di statistica. Anno XIX – N.02
How to cite: Gutierrez, C. A., Jaboyedoff, M., Pedrazzini, A., and Derron, M.-H.: Preliminary statistical analysis of the Ticino landslide inventory, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2790, https://doi.org/10.5194/egusphere-egu21-2790, 2021.
EGU21-12601 | vPICO presentations | NH3.8
Recurrent landslides in Southern Western Ghats, India: A changing environmental perspectiveAsokan Laila Achu and Girish Gopinath
The Western Ghats (WG), an elevated passive continental margin along the southwestern coast of India, is the most widely populated biodiversity hot spot in the world. Monsoon climate is prevalent throughout the length of the Western Ghats. The WG region is prone to the occurrence of various hydro-climatic disasters such as extreme rainfall-driven floods and landslides. During the past 100 years, landslides and floods caused by extreme rainfall events in the WG have occurred in 1924 and 1979; but the most disastrous event, in terms of area of impact, loss of life and economic impact, occurred in August 2018. Generally, the south-west monsoon (Indian summer monsoon) occurs in the first week of June and extends up to September and the Indian Meteorological Department (IMD) predicted above-normal rainfall of 13% during the month of August 2018. But the State received an excess of 96% during the period from 1st to 30th August 2018, and 33% during the entire monsoon period till the end of August. The unprecedented heavy rains, storms, floods and associated thousands of landslides have caused exorbitant losses including 400 life losses, over 2.20 lakh people were displaced, and 20000 homes and 80 dams were damaged or destructed. This study aimed to elucidate the reasons behind the thousands of landslides caused in WG using observed and field evidences. Changes in south-west monsoon pattern and rainfall intensity played a vital role in the occurrence of landslides in WG. Further, the extensive causalities are the result of anthropogenic disturbances including landscape alterations and improper landuse practices in the hilly tracks of WG. The major causative factors for series of landslides in various segments of WG is due to hindrance of lower order streams/springs, vertical cutting, intensive quarrying, unscientific rain pits & man-made structures together with erratic rainfall triggered major and minor landslides in various segments of WG. The present investigation concludes that a scientific landuse policy and geoscientific awareness is essential to mitigate the environment.
How to cite: Achu, A. L. and Gopinath, G.: Recurrent landslides in Southern Western Ghats, India: A changing environmental perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12601, https://doi.org/10.5194/egusphere-egu21-12601, 2021.
The Western Ghats (WG), an elevated passive continental margin along the southwestern coast of India, is the most widely populated biodiversity hot spot in the world. Monsoon climate is prevalent throughout the length of the Western Ghats. The WG region is prone to the occurrence of various hydro-climatic disasters such as extreme rainfall-driven floods and landslides. During the past 100 years, landslides and floods caused by extreme rainfall events in the WG have occurred in 1924 and 1979; but the most disastrous event, in terms of area of impact, loss of life and economic impact, occurred in August 2018. Generally, the south-west monsoon (Indian summer monsoon) occurs in the first week of June and extends up to September and the Indian Meteorological Department (IMD) predicted above-normal rainfall of 13% during the month of August 2018. But the State received an excess of 96% during the period from 1st to 30th August 2018, and 33% during the entire monsoon period till the end of August. The unprecedented heavy rains, storms, floods and associated thousands of landslides have caused exorbitant losses including 400 life losses, over 2.20 lakh people were displaced, and 20000 homes and 80 dams were damaged or destructed. This study aimed to elucidate the reasons behind the thousands of landslides caused in WG using observed and field evidences. Changes in south-west monsoon pattern and rainfall intensity played a vital role in the occurrence of landslides in WG. Further, the extensive causalities are the result of anthropogenic disturbances including landscape alterations and improper landuse practices in the hilly tracks of WG. The major causative factors for series of landslides in various segments of WG is due to hindrance of lower order streams/springs, vertical cutting, intensive quarrying, unscientific rain pits & man-made structures together with erratic rainfall triggered major and minor landslides in various segments of WG. The present investigation concludes that a scientific landuse policy and geoscientific awareness is essential to mitigate the environment.
How to cite: Achu, A. L. and Gopinath, G.: Recurrent landslides in Southern Western Ghats, India: A changing environmental perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12601, https://doi.org/10.5194/egusphere-egu21-12601, 2021.
EGU21-405 | vPICO presentations | NH3.8
Comparison of climatic indices with landslide occurrences in Calabria (Southern Italy)Olga Petrucci, Enric Aguilar, Angela A. Pasqua, Sergio Vicente-Serrano, Fabio Zimbo, and Roberto Coscarelli
The most frequent and widespread landslides all over the world are induced by prolonged or heavy rainfall events. These phenomena often cause casualties and damages. Recent research on climate change has evidencing the link between the rainfall tendencies and the increase of damaging geohydrological events. This study has been carried out in the ambit of the EC Project INDECIS, whose aim is to develop an integrated approach to produce a series of climate indicators aimed at the high priority sectors of the Global Framework for Climate Services of the World Meteorological Organization (agriculture, risk reduction, energy, health, water), with the addition of tourism. The study area is Calabria, a region of Southern Italy frequently affected by mass movements and characterized by a highly variable climate. In this study, landslide occurrences in the period 1990-2018 have been collected for the whole territory of Calabria, and clustered according to the five provinces of the region. Moreover, 13 rainfall-based climatic indexes, among those proposed in the INDECIS project, have been calculated for each of the 79 rain gauges presenting complete and homogeneous databases. For each province and for the whole Calabria, the average and the maximum values of the climatic indices have been compared with the landslide occurrences in each year. The comparisons showed the best agreements with the following climatic indices: a) the total annual precipitation (RTA), the annual count of days when daily precipitation amount ≥ 10mm (R10mm), the annual count of days when daily precipitation amount ≥ 20mm (R20mm), the annual total precipitation when daily rainfall is greater than 95th-percentile (R95TOT) and, secondarily, the annual count of days with daily rainfall >= 50 mm (D50mm). For the best matches, the curves interpolating the two databases have been also drawn. The obtained results can be useful to predict the impacts that tendencies of rainfall indices patterns can have on slope stabilities of the territory.
Acknowledgments:
The Project INDECIS is part of ERA4CS, an ERA-NET initiated by JPI Climate, and funded by FORMAS (SE), DLR (DE), BMWFW (AT), IFD (DK), MINECO (ES), ANR (FR) with co-funding by the European Union (Grant 690462)
How to cite: Petrucci, O., Aguilar, E., Pasqua, A. A., Vicente-Serrano, S., Zimbo, F., and Coscarelli, R.: Comparison of climatic indices with landslide occurrences in Calabria (Southern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-405, https://doi.org/10.5194/egusphere-egu21-405, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The most frequent and widespread landslides all over the world are induced by prolonged or heavy rainfall events. These phenomena often cause casualties and damages. Recent research on climate change has evidencing the link between the rainfall tendencies and the increase of damaging geohydrological events. This study has been carried out in the ambit of the EC Project INDECIS, whose aim is to develop an integrated approach to produce a series of climate indicators aimed at the high priority sectors of the Global Framework for Climate Services of the World Meteorological Organization (agriculture, risk reduction, energy, health, water), with the addition of tourism. The study area is Calabria, a region of Southern Italy frequently affected by mass movements and characterized by a highly variable climate. In this study, landslide occurrences in the period 1990-2018 have been collected for the whole territory of Calabria, and clustered according to the five provinces of the region. Moreover, 13 rainfall-based climatic indexes, among those proposed in the INDECIS project, have been calculated for each of the 79 rain gauges presenting complete and homogeneous databases. For each province and for the whole Calabria, the average and the maximum values of the climatic indices have been compared with the landslide occurrences in each year. The comparisons showed the best agreements with the following climatic indices: a) the total annual precipitation (RTA), the annual count of days when daily precipitation amount ≥ 10mm (R10mm), the annual count of days when daily precipitation amount ≥ 20mm (R20mm), the annual total precipitation when daily rainfall is greater than 95th-percentile (R95TOT) and, secondarily, the annual count of days with daily rainfall >= 50 mm (D50mm). For the best matches, the curves interpolating the two databases have been also drawn. The obtained results can be useful to predict the impacts that tendencies of rainfall indices patterns can have on slope stabilities of the territory.
Acknowledgments:
The Project INDECIS is part of ERA4CS, an ERA-NET initiated by JPI Climate, and funded by FORMAS (SE), DLR (DE), BMWFW (AT), IFD (DK), MINECO (ES), ANR (FR) with co-funding by the European Union (Grant 690462)
How to cite: Petrucci, O., Aguilar, E., Pasqua, A. A., Vicente-Serrano, S., Zimbo, F., and Coscarelli, R.: Comparison of climatic indices with landslide occurrences in Calabria (Southern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-405, https://doi.org/10.5194/egusphere-egu21-405, 2021.
EGU21-5367 | vPICO presentations | NH3.8
Meteorological and hydrological conditions triggering rockfall events in GermanyKatrin Nissen, Stefan Rupp, Björn Guse, Uwe Ulbrich, Sergiy Vorogushyn, and Bodo Damm
In this study we present the results of a logistic regression model aimed at describing changes in probabilities for rockfall events in Germany in response to changes in meteorological and hydrological conditions.
The rockfall events for this study are taken from the landslide database for Germany (Damm and Klose, 2015). The meteorological variables we tested as predictors for the logistic regression model are daily precipitation from the REGNIE data set (Rauthe et al. 2013), hourly precipitation from the RADKLIM radar climatology (Winterrath et al., 2018) and temperature from the E-OBS data set (Cornes et al., 2018). As there is no observational soil moisture data set covering the entire country, we used soil moisture modelled with the state-of-the-art hydrological model mHM (Samaniego et al. 2010), which was calibrated using gauge measurements.
In order to select the best statistical model we tested a large number of physically plausible combinations of meteorological and hydrological predictors. Each model was checked using cross-validation. The decision on the final model was based on the value of the logarithmic skill score and on expert judgement.
The final statistical model includes the local percentile of daily precipitation, total relative soil moisture and freeze-thawing cycles in the previous weeks as predictors. It was found that daily precipitation is the most important parameter in the model. An increase of daily precipitation from its median to its 80th percentile approximately doubles the probability for a rockfall event. Higher soil moisture and the occurrence of freeze-thaw cycles also increase the probability for rockfall events.
Cornes, R. C. et al., 2018: An ensemble version of the E‐OBS temperature and precipitation data sets. Journal of Geophysical Research: Atmospheres, 123, 9391– 9409.
Damm, B., Klose, M., 2015. The landslide database for Germany: Closing the gap at national level. Geomorphology 249, 82–93
Rauthe, M. et al., 2013: A Central European precipitation climatology – Part I: Generation and validation of a high-reso-lution gridded daily data set (HYRAS), Vol. 22(3), p 235–256.
Samaniego, L. et al., 2010: Multiscale parameter regionalization of a grid-based hydrologic model at the mesoscale. Water Resour. Res., 46,W05523
Winterrath, T. et al., 2018: RADKLIM Version 2017.002: Reprocessed gauge-adjusted radar data, one-hour precipitation sums (RW), DOI: 10.5676/DWD/RADKLIM_RW_V2017.002.
How to cite: Nissen, K., Rupp, S., Guse, B., Ulbrich, U., Vorogushyn, S., and Damm, B.: Meteorological and hydrological conditions triggering rockfall events in Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5367, https://doi.org/10.5194/egusphere-egu21-5367, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In this study we present the results of a logistic regression model aimed at describing changes in probabilities for rockfall events in Germany in response to changes in meteorological and hydrological conditions.
The rockfall events for this study are taken from the landslide database for Germany (Damm and Klose, 2015). The meteorological variables we tested as predictors for the logistic regression model are daily precipitation from the REGNIE data set (Rauthe et al. 2013), hourly precipitation from the RADKLIM radar climatology (Winterrath et al., 2018) and temperature from the E-OBS data set (Cornes et al., 2018). As there is no observational soil moisture data set covering the entire country, we used soil moisture modelled with the state-of-the-art hydrological model mHM (Samaniego et al. 2010), which was calibrated using gauge measurements.
In order to select the best statistical model we tested a large number of physically plausible combinations of meteorological and hydrological predictors. Each model was checked using cross-validation. The decision on the final model was based on the value of the logarithmic skill score and on expert judgement.
The final statistical model includes the local percentile of daily precipitation, total relative soil moisture and freeze-thawing cycles in the previous weeks as predictors. It was found that daily precipitation is the most important parameter in the model. An increase of daily precipitation from its median to its 80th percentile approximately doubles the probability for a rockfall event. Higher soil moisture and the occurrence of freeze-thaw cycles also increase the probability for rockfall events.
Cornes, R. C. et al., 2018: An ensemble version of the E‐OBS temperature and precipitation data sets. Journal of Geophysical Research: Atmospheres, 123, 9391– 9409.
Damm, B., Klose, M., 2015. The landslide database for Germany: Closing the gap at national level. Geomorphology 249, 82–93
Rauthe, M. et al., 2013: A Central European precipitation climatology – Part I: Generation and validation of a high-reso-lution gridded daily data set (HYRAS), Vol. 22(3), p 235–256.
Samaniego, L. et al., 2010: Multiscale parameter regionalization of a grid-based hydrologic model at the mesoscale. Water Resour. Res., 46,W05523
Winterrath, T. et al., 2018: RADKLIM Version 2017.002: Reprocessed gauge-adjusted radar data, one-hour precipitation sums (RW), DOI: 10.5676/DWD/RADKLIM_RW_V2017.002.
How to cite: Nissen, K., Rupp, S., Guse, B., Ulbrich, U., Vorogushyn, S., and Damm, B.: Meteorological and hydrological conditions triggering rockfall events in Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5367, https://doi.org/10.5194/egusphere-egu21-5367, 2021.
EGU21-15848 | vPICO presentations | NH3.8
Three decades of landslide activity in western Nepal: New insights into trends and climate driversAlberto Muñoz-Torrero Manchado, Simon Allen, Juan Antonio Ballesteros-Canovas, Amrit Dhakal, Megh Raj Dhital, and Markus Stoffel
Landslide activity in the Himalaya region is hypothesized to have increased over the last decades, as suggested by exiting landslide databases and disaster inventories. This trend has been linked to an enhancement of heavy rainfall events under warming climate, but also to anthropogenic factors that influences the slope stability as well as to an increase of exposed of people and infrastructures in prone areas. Yet, as recognized by the Intergovernmental Panel on Climate Change (IPCC), such positive trends are still unclear, mostly due to the lack of baseline data with enough spatio-temporal resolution. Focusing on Far-Western Nepal, we draw on remote sensing techniques to create a multi-temporal regional landslide inventory for the period 1992-2018 over an area covering 6,460 km2. To this end, we systematically interpret geomorphologically high-resolution satellite imagery from Google Earth. Besides, we analyze multispectral differences from Landsat images to interannual date the initiation or reactivation of the interpreted landslides. This massive effort includes the digitalization of 26,350 landslide events, of which 8,778 were dated at an annual scale. These events serve as a basis for the analyses of landslide frequency relationships and trends in relation to annual precipitation and temperature datasets, derived from ERA-5 climate reanalysis.
Our results show a strong correlation between the annual number of shallow landslides and the accumulated monsoon precipitation (r=0.74). Furthermore, warm and dry monsoons followed by especially rainy monsoons produce the highest incidence of shallow landslides (r=0.77). However, we find strong spatial variability in the strength of these relationships, which is linked to recent demographic development in the region. This highlights the role of anthropogenic drivers, and in particular, road cutting and land-use change, in amplifying the seasonal monsoon influence on slope stability. In parallel, the absence of any long-term trends in landslide activity, despite a widely reported increase in landslide disasters, points strongly to increasing exposure of people and infrastructure as the main driver of landslide disasters in this region of Nepal. Thus, our assessment could not determine evidence for any climate change signal related to landslide activity over this part of the Himalayas.
How to cite: Muñoz-Torrero Manchado, A., Allen, S., Ballesteros-Canovas, J. A., Dhakal, A., Dhital, M. R., and Stoffel, M.: Three decades of landslide activity in western Nepal: New insights into trends and climate drivers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15848, https://doi.org/10.5194/egusphere-egu21-15848, 2021.
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Landslide activity in the Himalaya region is hypothesized to have increased over the last decades, as suggested by exiting landslide databases and disaster inventories. This trend has been linked to an enhancement of heavy rainfall events under warming climate, but also to anthropogenic factors that influences the slope stability as well as to an increase of exposed of people and infrastructures in prone areas. Yet, as recognized by the Intergovernmental Panel on Climate Change (IPCC), such positive trends are still unclear, mostly due to the lack of baseline data with enough spatio-temporal resolution. Focusing on Far-Western Nepal, we draw on remote sensing techniques to create a multi-temporal regional landslide inventory for the period 1992-2018 over an area covering 6,460 km2. To this end, we systematically interpret geomorphologically high-resolution satellite imagery from Google Earth. Besides, we analyze multispectral differences from Landsat images to interannual date the initiation or reactivation of the interpreted landslides. This massive effort includes the digitalization of 26,350 landslide events, of which 8,778 were dated at an annual scale. These events serve as a basis for the analyses of landslide frequency relationships and trends in relation to annual precipitation and temperature datasets, derived from ERA-5 climate reanalysis.
Our results show a strong correlation between the annual number of shallow landslides and the accumulated monsoon precipitation (r=0.74). Furthermore, warm and dry monsoons followed by especially rainy monsoons produce the highest incidence of shallow landslides (r=0.77). However, we find strong spatial variability in the strength of these relationships, which is linked to recent demographic development in the region. This highlights the role of anthropogenic drivers, and in particular, road cutting and land-use change, in amplifying the seasonal monsoon influence on slope stability. In parallel, the absence of any long-term trends in landslide activity, despite a widely reported increase in landslide disasters, points strongly to increasing exposure of people and infrastructure as the main driver of landslide disasters in this region of Nepal. Thus, our assessment could not determine evidence for any climate change signal related to landslide activity over this part of the Himalayas.
How to cite: Muñoz-Torrero Manchado, A., Allen, S., Ballesteros-Canovas, J. A., Dhakal, A., Dhital, M. R., and Stoffel, M.: Three decades of landslide activity in western Nepal: New insights into trends and climate drivers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15848, https://doi.org/10.5194/egusphere-egu21-15848, 2021.
EGU21-8923 | vPICO presentations | NH3.8
Will the Pyrenees suffer less rainfall-triggered landslides in the future? Results of regional-scale stability modelling in the Val d’Aran focussing on land cover and rainfall predictions.Marcel Hürlimann, Zizheng Guo, Càrol Puig-Polo, and Vicente Medina
The occurrence of rainfall-induced landslides in high-mountain areas will be affected by future environmental changes. We analysed the influence of climate changes as well as land use and land cover (LULC) changes on shallow slope failures in the Val d’Aran region (Central Pyrenees) applying the simplified physically-based susceptibility model FSLAM. In this study, the event rainfall as well as the root strength were defined as the two input parameters that will be affected by the future changes.
On one side, the climate changes were analysed by the rainfall projections that are defined in the 26 regional climate models available at the moment in the EURO-CORDEX database using RCP 8.5 scenarios. Future precipitation return periods up to 2100 were calculated by a simplified peaks-over-threshold method based on storm events frequency analysis. Finally, daily rainfall scenarios for the entire study were estimated by weighting current rainfall extremes using a multiplier factor. On the other side, the LULC changes were calculated by the IDRISI TerrSet software suite. All the predictions were performed for three time periods (near, mid and far future).
The results of the climate change prediction showed that the daily rainfall will increase between 15 and 27 % assuming a return period of 100 years. In addition, the LULC predictions foresee a strong increase of the forest area, while in particular grassland, but also shrubs, decrease in area. Using the different rainfall and LULC predictions, multiples scenarios were defined and the corresponding susceptibility maps calculated. The stability calculations by the FSLAM model indicate that the overall stability conditions in the study area reduces when only the future rainfall prediction is considered. In contrast, the overall stability largely improves when only considering the LULC predictions (due to the increase of forest area and the corresponding higher root strength). However, the effect of LULC-changes is more important than the influence of rainfall-changes. Therefore, the overall stability conditions will improve in the future.
Many simplifications were incorporated in this susceptibility assessment and there are many uncertainties. Nonetheless, these results may help future studies to improve our knowledge on the impacts of future environmental changes on landslide occurrence in high-mountain areas.
How to cite: Hürlimann, M., Guo, Z., Puig-Polo, C., and Medina, V.: Will the Pyrenees suffer less rainfall-triggered landslides in the future? Results of regional-scale stability modelling in the Val d’Aran focussing on land cover and rainfall predictions. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8923, https://doi.org/10.5194/egusphere-egu21-8923, 2021.
The occurrence of rainfall-induced landslides in high-mountain areas will be affected by future environmental changes. We analysed the influence of climate changes as well as land use and land cover (LULC) changes on shallow slope failures in the Val d’Aran region (Central Pyrenees) applying the simplified physically-based susceptibility model FSLAM. In this study, the event rainfall as well as the root strength were defined as the two input parameters that will be affected by the future changes.
On one side, the climate changes were analysed by the rainfall projections that are defined in the 26 regional climate models available at the moment in the EURO-CORDEX database using RCP 8.5 scenarios. Future precipitation return periods up to 2100 were calculated by a simplified peaks-over-threshold method based on storm events frequency analysis. Finally, daily rainfall scenarios for the entire study were estimated by weighting current rainfall extremes using a multiplier factor. On the other side, the LULC changes were calculated by the IDRISI TerrSet software suite. All the predictions were performed for three time periods (near, mid and far future).
The results of the climate change prediction showed that the daily rainfall will increase between 15 and 27 % assuming a return period of 100 years. In addition, the LULC predictions foresee a strong increase of the forest area, while in particular grassland, but also shrubs, decrease in area. Using the different rainfall and LULC predictions, multiples scenarios were defined and the corresponding susceptibility maps calculated. The stability calculations by the FSLAM model indicate that the overall stability conditions in the study area reduces when only the future rainfall prediction is considered. In contrast, the overall stability largely improves when only considering the LULC predictions (due to the increase of forest area and the corresponding higher root strength). However, the effect of LULC-changes is more important than the influence of rainfall-changes. Therefore, the overall stability conditions will improve in the future.
Many simplifications were incorporated in this susceptibility assessment and there are many uncertainties. Nonetheless, these results may help future studies to improve our knowledge on the impacts of future environmental changes on landslide occurrence in high-mountain areas.
How to cite: Hürlimann, M., Guo, Z., Puig-Polo, C., and Medina, V.: Will the Pyrenees suffer less rainfall-triggered landslides in the future? Results of regional-scale stability modelling in the Val d’Aran focussing on land cover and rainfall predictions. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8923, https://doi.org/10.5194/egusphere-egu21-8923, 2021.
EGU21-15606 | vPICO presentations | NH3.8
Combining static and dynamic environmental factors at various scales to predict shallow landsliding in South Tyrol, Italy – The Proslide projectRobin Kohrs, Lotte de Vugt, Thomas Zieher, Alice Crespi, Mattia Rossi, Felix Greifeneder, Barbara Schneider-Muntau, Bartolomeo Ventura, Martin Rutzinger, and Stefan Steger
Shallow landslides in alpine environments can constitute a serious threat to the exposed elements. The spatio-temporal occurrence of such slope movements is controlled by a combination of predisposing factors (e.g. topography), preparatory factors (e.g. wet periods, snow melting) and landslide triggers (e.g. heavy precipitation events).
For large study areas, landslide assessments frequently focus either on the static predisposing factors to estimate landslide susceptibility using data-driven procedures, or exclusively on the triggering events to derive empirical rainfall thresholds. For smaller areas, dynamic physical models can reasonably be parameterized to simultaneously account for static and dynamic landslide controls.
The recently accepted Proslide project aims to develop and test methods with the potential to improve the predictability of landslides for the Italian province of South Tyrol. It is envisaged to account for a variety of innovative input data at multiple spatio-temporal scales. In this context, we seek to exploit remote sensing data for the spatio-temporal description of landslide controlling factors (e.g. precipitation RADAR; satellite soil moisture) and to develop models that allow an integration of heterogeneous model inputs using both, data-driven approaches (regional scale) and physically-based models (catchment scale). This contribution presents the core ideas and methodical framework behind the Proslide project and its very first results (e.g. relationships between landslide observations and gridded daily precipitation data at regional scale).
How to cite: Kohrs, R., de Vugt, ., Zieher, T., Crespi, A., Rossi, M., Greifeneder, F., Schneider-Muntau, B., Ventura, B., Rutzinger, M., and Steger, S.: Combining static and dynamic environmental factors at various scales to predict shallow landsliding in South Tyrol, Italy – The Proslide project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15606, https://doi.org/10.5194/egusphere-egu21-15606, 2021.
Shallow landslides in alpine environments can constitute a serious threat to the exposed elements. The spatio-temporal occurrence of such slope movements is controlled by a combination of predisposing factors (e.g. topography), preparatory factors (e.g. wet periods, snow melting) and landslide triggers (e.g. heavy precipitation events).
For large study areas, landslide assessments frequently focus either on the static predisposing factors to estimate landslide susceptibility using data-driven procedures, or exclusively on the triggering events to derive empirical rainfall thresholds. For smaller areas, dynamic physical models can reasonably be parameterized to simultaneously account for static and dynamic landslide controls.
The recently accepted Proslide project aims to develop and test methods with the potential to improve the predictability of landslides for the Italian province of South Tyrol. It is envisaged to account for a variety of innovative input data at multiple spatio-temporal scales. In this context, we seek to exploit remote sensing data for the spatio-temporal description of landslide controlling factors (e.g. precipitation RADAR; satellite soil moisture) and to develop models that allow an integration of heterogeneous model inputs using both, data-driven approaches (regional scale) and physically-based models (catchment scale). This contribution presents the core ideas and methodical framework behind the Proslide project and its very first results (e.g. relationships between landslide observations and gridded daily precipitation data at regional scale).
How to cite: Kohrs, R., de Vugt, ., Zieher, T., Crespi, A., Rossi, M., Greifeneder, F., Schneider-Muntau, B., Ventura, B., Rutzinger, M., and Steger, S.: Combining static and dynamic environmental factors at various scales to predict shallow landsliding in South Tyrol, Italy – The Proslide project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15606, https://doi.org/10.5194/egusphere-egu21-15606, 2021.
EGU21-14025 | vPICO presentations | NH3.8
A data-driven evaluation of post-fire landslide susceptibilityElsa Culler, Ben Livneh, Kristy Tiampo, and Balaji Rajagopalan
Wildfire changes the hydrologic and geomorphic response of watersheds, resulting in a cascade of increased hazards for sediment-laden floods, shallow landslides, and debris flows. This phenomenon has long been studied in regions where landscape evolution is driven by repeated fire-flood sequences such as Southern California. However, comparing mass movement hazards across multiple regions presents a challenge because most landslide inventories are limited to local or regional spatial scales. This study seeks to identify unique triggering characteristics of post-fire landslides through a comparison of the precipitation characteristics preceding landslides at both burned and unburned locations spanning six global regions. Regional inter-comparison was facilitated by selecting landslide events from the NASA Global Landslide Catalog (GLC), and then establishing fire and precipitation histories for each site using MODIS global burned area and CHIRPS precipitation data. In addition, since the GLC did not contain a sufficient percentage of burned locations in any part of Europe, a parallel analysis incorporates nationally maintained landslide inventories from several European countries. Analysis of normalized seven-day accumulated precipitation for sites across all regions shows that post-wildfire landslides are preceded by less precipitation than landslides without antecedent wildfire events. This supports the hypothesis that fire increases the rainfall-driven landslide hazards. A regional examination of landslide susceptibility using normalized triggering storm volumes as a proxy indicator reveals a distinct sensitivity to fire across several regions of the western US. However, in other regions wildfire appears to have a limited or even opposite impact on landslide susceptibility. Unburned locations also tend to see a sharper ramp-up of precipitation leading up to the date of the landslide relative to burned sites in regions of the Western US. In other regions the storm timing is similar or, a in Central America, even longer in burned locations. The landslide-triggering storms of post-fire landslides also exhibit different seasonality from other rainfall-triggered landslides, with a variety of seasonal shifts ranging from approximately six months in the Pacific Northwest of the US to one week in the Himalayas. These results suggest that the apparent inconsistency in the impact of wildfire on landslide hazards may be due to a combination of two factors: interactions between fire and precipitation seasonality and variability in soils and vegetation. For example, in the Intermountain West of the US and Southeast Asia landslides are preceded by a thirty-day or longer dry period while in all other regions there is no difference in the precipitation prior to the triggering storm event, which suggests different landslide mechanisms such as dry ravel, which rely on low rather than high soil moisture levels, may be a factor. Overall, this work offers an exploration of regional differences in the characteristics of rainfall-triggered landslides over a broad spatial scale encompassing a variety of climates, terrains, and ecoregions.
How to cite: Culler, E., Livneh, B., Tiampo, K., and Rajagopalan, B.: A data-driven evaluation of post-fire landslide susceptibility, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14025, https://doi.org/10.5194/egusphere-egu21-14025, 2021.
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Wildfire changes the hydrologic and geomorphic response of watersheds, resulting in a cascade of increased hazards for sediment-laden floods, shallow landslides, and debris flows. This phenomenon has long been studied in regions where landscape evolution is driven by repeated fire-flood sequences such as Southern California. However, comparing mass movement hazards across multiple regions presents a challenge because most landslide inventories are limited to local or regional spatial scales. This study seeks to identify unique triggering characteristics of post-fire landslides through a comparison of the precipitation characteristics preceding landslides at both burned and unburned locations spanning six global regions. Regional inter-comparison was facilitated by selecting landslide events from the NASA Global Landslide Catalog (GLC), and then establishing fire and precipitation histories for each site using MODIS global burned area and CHIRPS precipitation data. In addition, since the GLC did not contain a sufficient percentage of burned locations in any part of Europe, a parallel analysis incorporates nationally maintained landslide inventories from several European countries. Analysis of normalized seven-day accumulated precipitation for sites across all regions shows that post-wildfire landslides are preceded by less precipitation than landslides without antecedent wildfire events. This supports the hypothesis that fire increases the rainfall-driven landslide hazards. A regional examination of landslide susceptibility using normalized triggering storm volumes as a proxy indicator reveals a distinct sensitivity to fire across several regions of the western US. However, in other regions wildfire appears to have a limited or even opposite impact on landslide susceptibility. Unburned locations also tend to see a sharper ramp-up of precipitation leading up to the date of the landslide relative to burned sites in regions of the Western US. In other regions the storm timing is similar or, a in Central America, even longer in burned locations. The landslide-triggering storms of post-fire landslides also exhibit different seasonality from other rainfall-triggered landslides, with a variety of seasonal shifts ranging from approximately six months in the Pacific Northwest of the US to one week in the Himalayas. These results suggest that the apparent inconsistency in the impact of wildfire on landslide hazards may be due to a combination of two factors: interactions between fire and precipitation seasonality and variability in soils and vegetation. For example, in the Intermountain West of the US and Southeast Asia landslides are preceded by a thirty-day or longer dry period while in all other regions there is no difference in the precipitation prior to the triggering storm event, which suggests different landslide mechanisms such as dry ravel, which rely on low rather than high soil moisture levels, may be a factor. Overall, this work offers an exploration of regional differences in the characteristics of rainfall-triggered landslides over a broad spatial scale encompassing a variety of climates, terrains, and ecoregions.
How to cite: Culler, E., Livneh, B., Tiampo, K., and Rajagopalan, B.: A data-driven evaluation of post-fire landslide susceptibility, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14025, https://doi.org/10.5194/egusphere-egu21-14025, 2021.
EGU21-6636 | vPICO presentations | NH3.8
Landslide hazard assessment and mapping for Malawi (Southeastern Africa): from susceptibility to hazard by integration of temporal exceedance probabilities related to tropical meteorological eventsYannick Thiery, Hendrix Kaonga, Harrison Mtumbuka, and Jeremy Rohmer
Landslide are ubiquitous phenomena affecting many countries around the world. In recent years, in the context of landslide risk reduction and management an increasing number of landslide susceptibility or hazard maps were carried out at the national scale. These analyses are generally based on: (1) an existing inventory (national database or compilation of work carried out individually); (2) empirical indirect or data-driven methods. However, it appears that few studies, at this scale of work, take into account the temporality of events and/or the triggering factors to tend towards hazard assessment. This statement is often due to a lack of information, especially for emerging countries, where a lack of spatial and temporal information on events and on triggering factors subsist. Thus, if landslide inventories provide the first information to assess the susceptibility, at this scale of work, it is also necessary to identify and analyze the components inducing hazard in order to assesses properly the associated risks (i.e. the annual frequency of events). This identification can be carried out by several ways with: (1) direct approaches based on the analysis of temporal data of past landslides (e.g. computations of the exceedance probability of landslide occurrence estimated by Poisson or binomial distributions); or (2) by indirect approaches based on the analysis of triggering factors (e.g. rainfalls volume, intensity and duration).
This contribution focus on the methodology adopted during the GEMMAP[i] project to assess landslide hazard at national scale (i.e. 1:250,000) for Malawi, a landlocked country in southeastern Africa. This country is characterized by its topography composed of mountains crossed by the Great Rift Valley and the Malawi Lake. It is experiencing many slope instabilities principally due to intense rainfalls from tropical cyclones to depressions. The methodology is based on an approach quantifying the different failure probabilities at the spatial and temporal levels following the JTC-1 guidelines. Thus, after having improved the landslide inventory by visual remote sensing and field surveys, integrated information on their type, activity, and triggering periods; susceptibility analyses to different types of landslides were carried out by a data driven method. Then temporal analyses of the events were performed, taking into account: (1) the recurrence time for different phenomena (i.e. debris-flows, debris-slides and slides for the period 1946–2019) and (2) the rainfall periods induced by several and different tropical meteorological events (World Meteorological Organization). This analysis has led to compute the exceedance probability (i.e. based on Poisson distribution) of landslide reactivation for six return periods from 1 to 100 years following different typical meteorological events. The computations were performed for each susceptibility class associated to each type of landslide. Finally, the methodology allows elaborating different landslide hazard scenarios at national scale for the near or more distant future.
[i] The "Geological Mapping and Mineral Assessment of Malawi" project is led by the BRGM, with international partners: GTK (Geological Survey of Finland), and CGS (Geological Survey of South Africa) for the Government of Malawi through the Geological Survey Department (GSD).
How to cite: Thiery, Y., Kaonga, H., Mtumbuka, H., and Rohmer, J.: Landslide hazard assessment and mapping for Malawi (Southeastern Africa): from susceptibility to hazard by integration of temporal exceedance probabilities related to tropical meteorological events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6636, https://doi.org/10.5194/egusphere-egu21-6636, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Landslide are ubiquitous phenomena affecting many countries around the world. In recent years, in the context of landslide risk reduction and management an increasing number of landslide susceptibility or hazard maps were carried out at the national scale. These analyses are generally based on: (1) an existing inventory (national database or compilation of work carried out individually); (2) empirical indirect or data-driven methods. However, it appears that few studies, at this scale of work, take into account the temporality of events and/or the triggering factors to tend towards hazard assessment. This statement is often due to a lack of information, especially for emerging countries, where a lack of spatial and temporal information on events and on triggering factors subsist. Thus, if landslide inventories provide the first information to assess the susceptibility, at this scale of work, it is also necessary to identify and analyze the components inducing hazard in order to assesses properly the associated risks (i.e. the annual frequency of events). This identification can be carried out by several ways with: (1) direct approaches based on the analysis of temporal data of past landslides (e.g. computations of the exceedance probability of landslide occurrence estimated by Poisson or binomial distributions); or (2) by indirect approaches based on the analysis of triggering factors (e.g. rainfalls volume, intensity and duration).
This contribution focus on the methodology adopted during the GEMMAP[i] project to assess landslide hazard at national scale (i.e. 1:250,000) for Malawi, a landlocked country in southeastern Africa. This country is characterized by its topography composed of mountains crossed by the Great Rift Valley and the Malawi Lake. It is experiencing many slope instabilities principally due to intense rainfalls from tropical cyclones to depressions. The methodology is based on an approach quantifying the different failure probabilities at the spatial and temporal levels following the JTC-1 guidelines. Thus, after having improved the landslide inventory by visual remote sensing and field surveys, integrated information on their type, activity, and triggering periods; susceptibility analyses to different types of landslides were carried out by a data driven method. Then temporal analyses of the events were performed, taking into account: (1) the recurrence time for different phenomena (i.e. debris-flows, debris-slides and slides for the period 1946–2019) and (2) the rainfall periods induced by several and different tropical meteorological events (World Meteorological Organization). This analysis has led to compute the exceedance probability (i.e. based on Poisson distribution) of landslide reactivation for six return periods from 1 to 100 years following different typical meteorological events. The computations were performed for each susceptibility class associated to each type of landslide. Finally, the methodology allows elaborating different landslide hazard scenarios at national scale for the near or more distant future.
[i] The "Geological Mapping and Mineral Assessment of Malawi" project is led by the BRGM, with international partners: GTK (Geological Survey of Finland), and CGS (Geological Survey of South Africa) for the Government of Malawi through the Geological Survey Department (GSD).
How to cite: Thiery, Y., Kaonga, H., Mtumbuka, H., and Rohmer, J.: Landslide hazard assessment and mapping for Malawi (Southeastern Africa): from susceptibility to hazard by integration of temporal exceedance probabilities related to tropical meteorological events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6636, https://doi.org/10.5194/egusphere-egu21-6636, 2021.
EGU21-11082 | vPICO presentations | NH3.8
Assessment of landslide hazard in the province of Belluno (Veneto Region, Italy) before and after windstorm VaiaSilvia Puliero, Luciano Arziliero, Marianna Bellotto, Filippo Catani, and Mario Floris
In the last decades, extreme meteorological events, such as wind disturbances, have increased their frequency and their strength due to the effects of the climate changes and are expected to further intensify in the future. The strong winds combined with heavy rain modify the water-soil interaction and the soil mechanics raising the landslides hazard. An example of the damages caused by this atmospheric phenomenon is windstorm Vaia, that affected the north-eastern part of Italy in October 27th-30th, 2018. In particular, the province of Belluno (Veneto Region, Italy) was hit by intense rain and violent gusts of 150 km/h stripping 12,000 hectares of forests generating bare slopes. Several landslides occurred during and after the storm. The main aim of this research is to develop a multi-temporal geodatabase that allows to analyze the effects of critical extreme events on the landslide hazard. A spatial and multi-temporal landslide inventory is a crucial task to identify areas most prone to instability and to evaluate the variation of each conditioning factor over time, leading to an effective estimation of the hazard. In this work, the morphometric (elevation, slope, curvature) and the non-morphometric conditions (lithology, land use, distance to roads, distance to rivers), as well as the triggering factors of the instabilities occurred during and two years after the event have been considered and compared to the landslide-related factors before the windstorm. The instability phenomena occurred before the windstorm Vaia have been extracted from the Inventory of Landslide Phenomena in Italy (IFFI) carried out by the Italian Institute for Environmental Protection and Research (ISPRA) and the Regions and Autonomous Provinces. The landslides occurred during and after the meteorological event have been provided by the Veneto Region. The results show the variation in time of the instability scenario and the influence of the storm on the increase of landslide hazard. These outcomes can help to assess the temporal evolution of the slope dynamics after similar extreme climate contexts. In the future, thanks to the large availability of data obtained by direct site inspections in the area, we will validate remote sensing methods finalized to rapid landslide detection and characterization.
How to cite: Puliero, S., Arziliero, L., Bellotto, M., Catani, F., and Floris, M.: Assessment of landslide hazard in the province of Belluno (Veneto Region, Italy) before and after windstorm Vaia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11082, https://doi.org/10.5194/egusphere-egu21-11082, 2021.
In the last decades, extreme meteorological events, such as wind disturbances, have increased their frequency and their strength due to the effects of the climate changes and are expected to further intensify in the future. The strong winds combined with heavy rain modify the water-soil interaction and the soil mechanics raising the landslides hazard. An example of the damages caused by this atmospheric phenomenon is windstorm Vaia, that affected the north-eastern part of Italy in October 27th-30th, 2018. In particular, the province of Belluno (Veneto Region, Italy) was hit by intense rain and violent gusts of 150 km/h stripping 12,000 hectares of forests generating bare slopes. Several landslides occurred during and after the storm. The main aim of this research is to develop a multi-temporal geodatabase that allows to analyze the effects of critical extreme events on the landslide hazard. A spatial and multi-temporal landslide inventory is a crucial task to identify areas most prone to instability and to evaluate the variation of each conditioning factor over time, leading to an effective estimation of the hazard. In this work, the morphometric (elevation, slope, curvature) and the non-morphometric conditions (lithology, land use, distance to roads, distance to rivers), as well as the triggering factors of the instabilities occurred during and two years after the event have been considered and compared to the landslide-related factors before the windstorm. The instability phenomena occurred before the windstorm Vaia have been extracted from the Inventory of Landslide Phenomena in Italy (IFFI) carried out by the Italian Institute for Environmental Protection and Research (ISPRA) and the Regions and Autonomous Provinces. The landslides occurred during and after the meteorological event have been provided by the Veneto Region. The results show the variation in time of the instability scenario and the influence of the storm on the increase of landslide hazard. These outcomes can help to assess the temporal evolution of the slope dynamics after similar extreme climate contexts. In the future, thanks to the large availability of data obtained by direct site inspections in the area, we will validate remote sensing methods finalized to rapid landslide detection and characterization.
How to cite: Puliero, S., Arziliero, L., Bellotto, M., Catani, F., and Floris, M.: Assessment of landslide hazard in the province of Belluno (Veneto Region, Italy) before and after windstorm Vaia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11082, https://doi.org/10.5194/egusphere-egu21-11082, 2021.
EGU21-15789 | vPICO presentations | NH3.8
Application of earth observation datasets and Analytic Hierarchy Process in the mapping of Landslide hazard zones of Manipur, IndiaDigvijay Singh and Arnab Laha
Landslides problems are one of the major natural hazards in the mountainous region. Every year due to the increase in anthropogenic factors and changing climate, the problem of landslides is increasing, which leads to huge loss of property and life. Landslide is a common and regular phenomenon in most of the northeastern states of India. However, in recent past years, Manipur has experienced several landslides including mudslides during the rainy season. Manipur is a geologically young and geodynamically active area with many streams flowing parallel to fault lines. As a first step toward hazard management, a landslide susceptibility map is the prime necessity of the region. In this study, we have prepared a landslide hazard map of the state using freely available earth observations datasets and multi-criteria decision making technique, i.e., Analytic Hierarchy Process (AHP). For this purpose, lithology, rainfall, slope, aspect, relative relief, Topographic Wetness Index, and distance from road, river and fault were used as the parameters in AHP based on the understanding of their influence towards landslide in that region. The hazard map is classified into four hazard zones: Very High, High, Moderate, and Low. About 40% of the state falls under very high and high hazard zone, and the hilly regions such as Senapati and Chandel district are more susceptible to the landslide. Among the factors, slope and rainfall have a more significant contribution towards landslide hazard. It is also observed that areas nearer to NH-39 that lies in the fault zones i.e., Mao is also susceptible to high hazard. The landslide susceptibility map gives an first-hand impression for future land use planning and hazard mitigation purpose.
How to cite: Singh, D. and Laha, A.: Application of earth observation datasets and Analytic Hierarchy Process in the mapping of Landslide hazard zones of Manipur, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15789, https://doi.org/10.5194/egusphere-egu21-15789, 2021.
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Landslides problems are one of the major natural hazards in the mountainous region. Every year due to the increase in anthropogenic factors and changing climate, the problem of landslides is increasing, which leads to huge loss of property and life. Landslide is a common and regular phenomenon in most of the northeastern states of India. However, in recent past years, Manipur has experienced several landslides including mudslides during the rainy season. Manipur is a geologically young and geodynamically active area with many streams flowing parallel to fault lines. As a first step toward hazard management, a landslide susceptibility map is the prime necessity of the region. In this study, we have prepared a landslide hazard map of the state using freely available earth observations datasets and multi-criteria decision making technique, i.e., Analytic Hierarchy Process (AHP). For this purpose, lithology, rainfall, slope, aspect, relative relief, Topographic Wetness Index, and distance from road, river and fault were used as the parameters in AHP based on the understanding of their influence towards landslide in that region. The hazard map is classified into four hazard zones: Very High, High, Moderate, and Low. About 40% of the state falls under very high and high hazard zone, and the hilly regions such as Senapati and Chandel district are more susceptible to the landslide. Among the factors, slope and rainfall have a more significant contribution towards landslide hazard. It is also observed that areas nearer to NH-39 that lies in the fault zones i.e., Mao is also susceptible to high hazard. The landslide susceptibility map gives an first-hand impression for future land use planning and hazard mitigation purpose.
How to cite: Singh, D. and Laha, A.: Application of earth observation datasets and Analytic Hierarchy Process in the mapping of Landslide hazard zones of Manipur, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15789, https://doi.org/10.5194/egusphere-egu21-15789, 2021.
EGU21-7673 | vPICO presentations | NH3.8
Slope movement hazards of the mining-dumps in the Dorog Basin, HungaryGáspár Albert, Dávid Gerzsenyi, and Réka Pogácsás
The Dorog Basin was a mining area in northern central Hungary for more than two centuries. Tunnel mining and quarrying of Eocene coal was the main industrial activity in the basin from the mid-19th century until the late 1990s. Extensive quarrying of the Cretaceous marl and Triassic limestone for the cement industry is also present in the area, along with pits of sand and fire clay and travertine quarries. Though the waste treatment is controlled by law and strict directives, the morphology and the material characteristics of the waste heaps are often enough to increase the chance of slope failures. As the mining waste heaps and tailings are often adjacent to residential and agricultural areas, they are considered as hazard sources. The combined use of remote sensing and machine learning methods can help to evaluate the stability of the waste heaps and select the sites where further hazard assessment is needed on the field.
The slopes of the area were sorted into six stability categories (scarps, transitional slopes, debris, low-lying accumulation areas, hilltops, stabile slopes) with random forest machine learning classification. The sample areas for the analysis were selected based on geomorphological mapping in the area and the re-evaluation of the recorded landslides from the landslide inventory. The classifier (Rstudio) analysed one lithological and two to six morphometric predictor variables. We tested several sets of different variables and selected the best performing set, which included the slope angle, profile curvature, TWI, mean upslope area, and the normalized height morphometric indices.
After the classification, the distribution of the stability categories was computed for three different areas: the mining waste heaps, the remediated quarries, and the natural slopes. The mining waste sites and the quarries were delineated using the national mining waste inventory, satellite images and topographic maps. Then a likelihood ratio analysis was done to calculate the relative frequencies of the stability categories in the different area types. It was expected that the stability category representing the slope debris at rest will be the most frequent in the waste heap areas. The statistical analysis reinforced this hypothesis by resulting a 54% larger likelihood compared to the natural slopes. It was also revealed that the most dangerous category, the scarps, are less likely on the waste heaps than on the natural slopes, which is a reassuring result. However, the transitional types (slopes that are still in movement) are more likely by 25% on the waste heaps. Even this slightly increased likelihood makes the local villages more prone to hazardous events, so an increased concern is also justified.
From the part of G.A. financial support was provided from the NRDI Fund of Hungary, Thematic Excellence Programme no. TKP2020-NKA-06 (National Challenges Subprogramme) funding scheme. D. G.: The study was supported by the ÚNKP-19-3 New National Excellence Program of the Ministry for Innovation and Technology, Hungary.
How to cite: Albert, G., Gerzsenyi, D., and Pogácsás, R.: Slope movement hazards of the mining-dumps in the Dorog Basin, Hungary, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7673, https://doi.org/10.5194/egusphere-egu21-7673, 2021.
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The Dorog Basin was a mining area in northern central Hungary for more than two centuries. Tunnel mining and quarrying of Eocene coal was the main industrial activity in the basin from the mid-19th century until the late 1990s. Extensive quarrying of the Cretaceous marl and Triassic limestone for the cement industry is also present in the area, along with pits of sand and fire clay and travertine quarries. Though the waste treatment is controlled by law and strict directives, the morphology and the material characteristics of the waste heaps are often enough to increase the chance of slope failures. As the mining waste heaps and tailings are often adjacent to residential and agricultural areas, they are considered as hazard sources. The combined use of remote sensing and machine learning methods can help to evaluate the stability of the waste heaps and select the sites where further hazard assessment is needed on the field.
The slopes of the area were sorted into six stability categories (scarps, transitional slopes, debris, low-lying accumulation areas, hilltops, stabile slopes) with random forest machine learning classification. The sample areas for the analysis were selected based on geomorphological mapping in the area and the re-evaluation of the recorded landslides from the landslide inventory. The classifier (Rstudio) analysed one lithological and two to six morphometric predictor variables. We tested several sets of different variables and selected the best performing set, which included the slope angle, profile curvature, TWI, mean upslope area, and the normalized height morphometric indices.
After the classification, the distribution of the stability categories was computed for three different areas: the mining waste heaps, the remediated quarries, and the natural slopes. The mining waste sites and the quarries were delineated using the national mining waste inventory, satellite images and topographic maps. Then a likelihood ratio analysis was done to calculate the relative frequencies of the stability categories in the different area types. It was expected that the stability category representing the slope debris at rest will be the most frequent in the waste heap areas. The statistical analysis reinforced this hypothesis by resulting a 54% larger likelihood compared to the natural slopes. It was also revealed that the most dangerous category, the scarps, are less likely on the waste heaps than on the natural slopes, which is a reassuring result. However, the transitional types (slopes that are still in movement) are more likely by 25% on the waste heaps. Even this slightly increased likelihood makes the local villages more prone to hazardous events, so an increased concern is also justified.
From the part of G.A. financial support was provided from the NRDI Fund of Hungary, Thematic Excellence Programme no. TKP2020-NKA-06 (National Challenges Subprogramme) funding scheme. D. G.: The study was supported by the ÚNKP-19-3 New National Excellence Program of the Ministry for Innovation and Technology, Hungary.
How to cite: Albert, G., Gerzsenyi, D., and Pogácsás, R.: Slope movement hazards of the mining-dumps in the Dorog Basin, Hungary, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7673, https://doi.org/10.5194/egusphere-egu21-7673, 2021.
EGU21-16047 | vPICO presentations | NH3.8
Structuring a Bayesian belief network using expert knowledge for landslide hazard assessmentShreyasi Choudhury, Bruce D. Malamud, and Amy Donovan
Landslide hazard assessment in India using historical data faces three challenges: (i) difficulty of obtaining systematic landslide occurrence data; (ii) under-representation of small-scale landslides; (iii) lack of recording of the physical/anthropogenic influences on landsliding. Here we show development of a Bayesian Belief Network (BBN) for a multi-hazard landslide assessment using experts’ judgements. Experts were chosen based on their experience on landslides and/or in Darjeeling Himalayas. A BBN produces a probability estimation of possible events and is a graph containing a set of variables (nodes) and conditional (in)dependencies between the nodes (arcs).
To better understand the relative weighting of potential causes of landslides in our case study area -Darjeeling Himalayas- we carried out four steps. (Step 1) We reviewed 29 peer- and grey-literature sources to list 13 physical/anthropogenic variables that might influence landsliding. (Step 2) We interviewed 11 experts about the importance of these 13 variables and asked for additional potential variables (resulting in 35 variables). (Step 3) We used interviews plus questionnaire to ask 16 experts to rate each of the 35 variables (scale 1-10) as to their potential to influence landsliding. The experts also added 7 more variables (resulting in 46 variables). (Step 4) Based on the ratings and interviews, we chose 35 out of 46 variables as our BBN nodes and from these the BBN arcs. Examples of these variables include rainfall, wildfires, geological weathering, planned infrastructure loading, cultivation (planned/unplanned), railway/road construction changing slope angle (planned), relief, slope, soil cohesion. Based on this study, we found that judgement of local people/academicians/technical experts can be of help whilst developing a BBN structure, allowing us to calculate probabilistic relationships between the nodes in a BBN. This process, therefore, can be utilised for landslide-based multi-hazard assessment in low data regions.
How to cite: Choudhury, S., Malamud, B. D., and Donovan, A.: Structuring a Bayesian belief network using expert knowledge for landslide hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16047, https://doi.org/10.5194/egusphere-egu21-16047, 2021.
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Landslide hazard assessment in India using historical data faces three challenges: (i) difficulty of obtaining systematic landslide occurrence data; (ii) under-representation of small-scale landslides; (iii) lack of recording of the physical/anthropogenic influences on landsliding. Here we show development of a Bayesian Belief Network (BBN) for a multi-hazard landslide assessment using experts’ judgements. Experts were chosen based on their experience on landslides and/or in Darjeeling Himalayas. A BBN produces a probability estimation of possible events and is a graph containing a set of variables (nodes) and conditional (in)dependencies between the nodes (arcs).
To better understand the relative weighting of potential causes of landslides in our case study area -Darjeeling Himalayas- we carried out four steps. (Step 1) We reviewed 29 peer- and grey-literature sources to list 13 physical/anthropogenic variables that might influence landsliding. (Step 2) We interviewed 11 experts about the importance of these 13 variables and asked for additional potential variables (resulting in 35 variables). (Step 3) We used interviews plus questionnaire to ask 16 experts to rate each of the 35 variables (scale 1-10) as to their potential to influence landsliding. The experts also added 7 more variables (resulting in 46 variables). (Step 4) Based on the ratings and interviews, we chose 35 out of 46 variables as our BBN nodes and from these the BBN arcs. Examples of these variables include rainfall, wildfires, geological weathering, planned infrastructure loading, cultivation (planned/unplanned), railway/road construction changing slope angle (planned), relief, slope, soil cohesion. Based on this study, we found that judgement of local people/academicians/technical experts can be of help whilst developing a BBN structure, allowing us to calculate probabilistic relationships between the nodes in a BBN. This process, therefore, can be utilised for landslide-based multi-hazard assessment in low data regions.
How to cite: Choudhury, S., Malamud, B. D., and Donovan, A.: Structuring a Bayesian belief network using expert knowledge for landslide hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16047, https://doi.org/10.5194/egusphere-egu21-16047, 2021.
EGU21-8927 | vPICO presentations | NH3.8
Landslide risk trends in the Kivu Rift and the impact of environmental and societal dynamicsArthur Depicker, Liesbet Jacobs, Nicholus Mboga, Benoît Smets, Anton Van Rompaey, Moritz Lennert, François Kervyn, Caroline Michellier, Olivier Dewitte, and Gerard Govers
On the nexus of humans and their environment, landslide risk is in essence dynamic. In mountainous areas over the world, the need for agricultural land incites people to settle on steeper (more landslide-prone) terrain at the expense of ecosystems. At the same time, the degradation of ecosystems, for example through deforestation, leads to a considerable increase in landslide hazard. Although the link between deforestation and landslide hazard/risk has been widely recognized, it remains poorly quantified. This is especially the case in the Global South where historical land cover and landslide records are scarce.
In this study, we investigate 58 years of forest cover changes, population dynamics, and landslide risk in the Kivu Rift. This mountainous region presents similar geomorphic and climatic conditions across three countries: Burundi, the eastern part of the Democratic Republic of the Congo (DRC), and Rwanda. First, we use contemporary landslide and deforestation data (2000-2016) to explicitly quantify the interactions between these two processes. Second, we reconstruct the annual forest cover changes between 1958 and 2016 by means of a cellular automaton of which the output converges to four forest cover products (1958, 1988, 2001, 2016). We derive the 1958 forest data from an inventory of nearly 2,400 panchromatic aerial photographs, available at the Royal Museum for Central Africa. The forest data for 1988, 2001, and 2016 are readily available and derived from satellite imagery. Next, we estimate the yearly historical landslide hazard dynamics by applying the contemporary deforestation-landslide relationship to the historical forest cover changes. Finally, an approximation of the landslide risk (expected fatalities per 100,000 inhabitants), is calculated for four epochs (1975, 1990, 2000, 2015) and derived from the product of the corresponding hazard map and population density grids.
During our entire period of observation, the landslide risk is higher in the DRC than in Rwanda and Burundi. While the risk in Rwanda and Burundi displays a slightly decreasing trend, the risk seems more volatile in the DRC. Here, the initial risk in 1975 is high due to the concentration of a small population along the steep northwestern coast of Lake Kivu. In the following 15 years, the risk in the DRC decreases sharply, only to soar again in the nineties. This sudden increase in risk can be linked to two factors: demographic changes and environmental degradation. During the nineties, the location of the Congolese people shifted towards steeper terrain. This shift is explained by the relocation of hundreds of thousands of Rwandan refugees and internally displaced people following the First and Second Congo War, but also by the economic opportunities provided by the booming, often informal, mining industry. Deforestation has also contributed to the higher landslide risk in the DRC, as large parts of the primary forest have been cut to satisfy the land and fuelwood demand of the fast-growing population.
With our analysis, we demonstrate that a landslide risk assessment is more than the reflection of the current environmental conditions. The legacy of environmental and societal dynamics resonates in contemporary landslide risk.
How to cite: Depicker, A., Jacobs, L., Mboga, N., Smets, B., Van Rompaey, A., Lennert, M., Kervyn, F., Michellier, C., Dewitte, O., and Govers, G.: Landslide risk trends in the Kivu Rift and the impact of environmental and societal dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8927, https://doi.org/10.5194/egusphere-egu21-8927, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
On the nexus of humans and their environment, landslide risk is in essence dynamic. In mountainous areas over the world, the need for agricultural land incites people to settle on steeper (more landslide-prone) terrain at the expense of ecosystems. At the same time, the degradation of ecosystems, for example through deforestation, leads to a considerable increase in landslide hazard. Although the link between deforestation and landslide hazard/risk has been widely recognized, it remains poorly quantified. This is especially the case in the Global South where historical land cover and landslide records are scarce.
In this study, we investigate 58 years of forest cover changes, population dynamics, and landslide risk in the Kivu Rift. This mountainous region presents similar geomorphic and climatic conditions across three countries: Burundi, the eastern part of the Democratic Republic of the Congo (DRC), and Rwanda. First, we use contemporary landslide and deforestation data (2000-2016) to explicitly quantify the interactions between these two processes. Second, we reconstruct the annual forest cover changes between 1958 and 2016 by means of a cellular automaton of which the output converges to four forest cover products (1958, 1988, 2001, 2016). We derive the 1958 forest data from an inventory of nearly 2,400 panchromatic aerial photographs, available at the Royal Museum for Central Africa. The forest data for 1988, 2001, and 2016 are readily available and derived from satellite imagery. Next, we estimate the yearly historical landslide hazard dynamics by applying the contemporary deforestation-landslide relationship to the historical forest cover changes. Finally, an approximation of the landslide risk (expected fatalities per 100,000 inhabitants), is calculated for four epochs (1975, 1990, 2000, 2015) and derived from the product of the corresponding hazard map and population density grids.
During our entire period of observation, the landslide risk is higher in the DRC than in Rwanda and Burundi. While the risk in Rwanda and Burundi displays a slightly decreasing trend, the risk seems more volatile in the DRC. Here, the initial risk in 1975 is high due to the concentration of a small population along the steep northwestern coast of Lake Kivu. In the following 15 years, the risk in the DRC decreases sharply, only to soar again in the nineties. This sudden increase in risk can be linked to two factors: demographic changes and environmental degradation. During the nineties, the location of the Congolese people shifted towards steeper terrain. This shift is explained by the relocation of hundreds of thousands of Rwandan refugees and internally displaced people following the First and Second Congo War, but also by the economic opportunities provided by the booming, often informal, mining industry. Deforestation has also contributed to the higher landslide risk in the DRC, as large parts of the primary forest have been cut to satisfy the land and fuelwood demand of the fast-growing population.
With our analysis, we demonstrate that a landslide risk assessment is more than the reflection of the current environmental conditions. The legacy of environmental and societal dynamics resonates in contemporary landslide risk.
How to cite: Depicker, A., Jacobs, L., Mboga, N., Smets, B., Van Rompaey, A., Lennert, M., Kervyn, F., Michellier, C., Dewitte, O., and Govers, G.: Landslide risk trends in the Kivu Rift and the impact of environmental and societal dynamics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8927, https://doi.org/10.5194/egusphere-egu21-8927, 2021.
EGU21-3708 | vPICO presentations | NH3.8
On the Landslide Hazard with the Impact of Climate Change in Central TaiwanKeh-Jian Shou
Due to active tectonic activity, the rock formations are young and highly fractured in Taiwan area. The dynamic changing of river morphology makes the highly weathered formations or colluviums prone to landslide and debris flow. For the past decade, the effect of climate change is significant and creates more and more extreme weather events. The change of rainfall behavior significantly changes the landslide behavior, which makes the large-scale landslides, like the Shiaolin landslide, possible. Therefore, it is necessary to develop the new technologies for landslide investigation, monitoring, analysis, early warning, etc.
Since the landslide hazards in Taiwan area are mainly induced by heavy rainfall, due to climate change and the subsequent extreme weather events, the probability of landslides is also increased. Focusing on the upstreams of the watersheds in Central Taiwan, this project studied the behavior and hazard of shallow and deep-seated landslides. Different types of susceptibility models in different catchment scales were tested, in which the control factors were analyzed and discussed. This study also employs rainfall frequency analysis together with the atmospheric general circulation model (AGCM) downscaling estimation to predict the extreme rainfalls in the future. Such that the future hazard of the shallow and deep-seated landslide in the study area can be predicted. The results of predictive analysis can be applied for risk prevention and management in the study area.
How to cite: Shou, K.-J.: On the Landslide Hazard with the Impact of Climate Change in Central Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3708, https://doi.org/10.5194/egusphere-egu21-3708, 2021.
Due to active tectonic activity, the rock formations are young and highly fractured in Taiwan area. The dynamic changing of river morphology makes the highly weathered formations or colluviums prone to landslide and debris flow. For the past decade, the effect of climate change is significant and creates more and more extreme weather events. The change of rainfall behavior significantly changes the landslide behavior, which makes the large-scale landslides, like the Shiaolin landslide, possible. Therefore, it is necessary to develop the new technologies for landslide investigation, monitoring, analysis, early warning, etc.
Since the landslide hazards in Taiwan area are mainly induced by heavy rainfall, due to climate change and the subsequent extreme weather events, the probability of landslides is also increased. Focusing on the upstreams of the watersheds in Central Taiwan, this project studied the behavior and hazard of shallow and deep-seated landslides. Different types of susceptibility models in different catchment scales were tested, in which the control factors were analyzed and discussed. This study also employs rainfall frequency analysis together with the atmospheric general circulation model (AGCM) downscaling estimation to predict the extreme rainfalls in the future. Such that the future hazard of the shallow and deep-seated landslide in the study area can be predicted. The results of predictive analysis can be applied for risk prevention and management in the study area.
How to cite: Shou, K.-J.: On the Landslide Hazard with the Impact of Climate Change in Central Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3708, https://doi.org/10.5194/egusphere-egu21-3708, 2021.
EGU21-9004 | vPICO presentations | NH3.8
Tracing seismic landslide-derived sediment dynamics in response to climate changeJun Xie and Thomas Coulthard
Mass movement such as landslides and rock fall is a prominent source of sediment in active mountain belt. Earthquake triggered landslides can generate substantial loose sediment and have significant geomorphic effects on long term landscape evolution. More importantly, these landslide impacts to land surface vary a lot due to the divergence of landslide characteristics and surrounding environment settings. Downslope and downstream transport of sediment into the channel network is fairly sensitive to climatic perturbations especially for extreme rainfall events. A wide variety of studies attempt to quantify or determine the contribution of landslide generated material to gross sediment budget and the corresponding retention time scale of landslide generated deposit in the mountain basin, whereas no established techniques can explicitly fingerprint/track landslide derived sediment. In this study, we first generated the hourly future extreme rainfall under two emission scenario (RCP4.5, RCP8.5) using ‘NASA Earth Exchange Global Daily Downscaled Projections (NEX-GDDP)’ dataset. A new tracing function is incorporated into CAESAR-lisflood to track the landslide derived sediment footprint and dynamics in response to climate change. The landscape evolution at the Hongxi catchment, which is suffered tremendous damage from Wenchuan earthquake (Ms 8.0), are then simulated using CAESAR-lisflood under two climate scenarios. The results show that more than 80 percent of material generated by seismic landslides are still retained at the hillslope even after a sufficient time (e.g. 100 year). This study is to compare the spatial-temporal evolution pattern of landslides-derived sediment under two climatic scenarios (RCP4.5, RCP8.5), thus probing into the landslide generated sediment transport and budget respond to the climate change especially the impact of extreme rainfall events. Numerical modelling can provide a quick and effective tool for broad scale predictions of sediment produced by landslide events under different climatic predictions, which is of great importance for seismic induced disaster protection and reduction under climate change.
How to cite: Xie, J. and Coulthard, T.: Tracing seismic landslide-derived sediment dynamics in response to climate change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9004, https://doi.org/10.5194/egusphere-egu21-9004, 2021.
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Mass movement such as landslides and rock fall is a prominent source of sediment in active mountain belt. Earthquake triggered landslides can generate substantial loose sediment and have significant geomorphic effects on long term landscape evolution. More importantly, these landslide impacts to land surface vary a lot due to the divergence of landslide characteristics and surrounding environment settings. Downslope and downstream transport of sediment into the channel network is fairly sensitive to climatic perturbations especially for extreme rainfall events. A wide variety of studies attempt to quantify or determine the contribution of landslide generated material to gross sediment budget and the corresponding retention time scale of landslide generated deposit in the mountain basin, whereas no established techniques can explicitly fingerprint/track landslide derived sediment. In this study, we first generated the hourly future extreme rainfall under two emission scenario (RCP4.5, RCP8.5) using ‘NASA Earth Exchange Global Daily Downscaled Projections (NEX-GDDP)’ dataset. A new tracing function is incorporated into CAESAR-lisflood to track the landslide derived sediment footprint and dynamics in response to climate change. The landscape evolution at the Hongxi catchment, which is suffered tremendous damage from Wenchuan earthquake (Ms 8.0), are then simulated using CAESAR-lisflood under two climate scenarios. The results show that more than 80 percent of material generated by seismic landslides are still retained at the hillslope even after a sufficient time (e.g. 100 year). This study is to compare the spatial-temporal evolution pattern of landslides-derived sediment under two climatic scenarios (RCP4.5, RCP8.5), thus probing into the landslide generated sediment transport and budget respond to the climate change especially the impact of extreme rainfall events. Numerical modelling can provide a quick and effective tool for broad scale predictions of sediment produced by landslide events under different climatic predictions, which is of great importance for seismic induced disaster protection and reduction under climate change.
How to cite: Xie, J. and Coulthard, T.: Tracing seismic landslide-derived sediment dynamics in response to climate change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9004, https://doi.org/10.5194/egusphere-egu21-9004, 2021.
EGU21-246 | vPICO presentations | NH3.8
Climate change will impact the protective effect of forests against rockfallChristine Moos, Antoine Guisan, Randin Christophe, and Lischke Heike
In mountain areas, forests play a crucial role in protecting people and assets from natural hazards, such as rockfall. Their protective effect is strongly influenced by their structure and state, which are expected to be affected by climate change. More frequent drought events, but also changing natural disturbance regimes, may lead to abrupt diebacks of contemporary species followed by a slow reforestation. In this study, we investigated how a changing climate can affect the protective capacity of mountain forests against rockfall. We therefore combined dynamic forest modelling with a detailed rockfall risk analysis at three case study sites in the Western Swiss Alps. Future forest development was simulated for a moderate and an extreme climate scenario for 200 years with the dynamic forest model TreeMig (Lischke et al., 2006). We then calculated rockfall risk for different forest states based on three-dimensional rockfall simulations with RockyFor3D (Dorren 2016). First results indicate that both at high elevation near the tree line (1500-2200 m a.s.l.) as well as at lower elevations (500-1000 m a.s.l.), increasing drought can lead to diebacks of trees and a reduction of tree density and diameters resulting in a substantial loss of the protective function. Depending on the speed of migration of other, more drought tolerant species, this loss can be partially compensated, but a permanent reduction of the protective effect is to be expected at least for an extreme climate scneario due to a reduced basal area of the forest.
How to cite: Moos, C., Guisan, A., Christophe, R., and Heike, L.: Climate change will impact the protective effect of forests against rockfall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-246, https://doi.org/10.5194/egusphere-egu21-246, 2021.
In mountain areas, forests play a crucial role in protecting people and assets from natural hazards, such as rockfall. Their protective effect is strongly influenced by their structure and state, which are expected to be affected by climate change. More frequent drought events, but also changing natural disturbance regimes, may lead to abrupt diebacks of contemporary species followed by a slow reforestation. In this study, we investigated how a changing climate can affect the protective capacity of mountain forests against rockfall. We therefore combined dynamic forest modelling with a detailed rockfall risk analysis at three case study sites in the Western Swiss Alps. Future forest development was simulated for a moderate and an extreme climate scenario for 200 years with the dynamic forest model TreeMig (Lischke et al., 2006). We then calculated rockfall risk for different forest states based on three-dimensional rockfall simulations with RockyFor3D (Dorren 2016). First results indicate that both at high elevation near the tree line (1500-2200 m a.s.l.) as well as at lower elevations (500-1000 m a.s.l.), increasing drought can lead to diebacks of trees and a reduction of tree density and diameters resulting in a substantial loss of the protective function. Depending on the speed of migration of other, more drought tolerant species, this loss can be partially compensated, but a permanent reduction of the protective effect is to be expected at least for an extreme climate scneario due to a reduced basal area of the forest.
How to cite: Moos, C., Guisan, A., Christophe, R., and Heike, L.: Climate change will impact the protective effect of forests against rockfall, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-246, https://doi.org/10.5194/egusphere-egu21-246, 2021.
EGU21-2702 | vPICO presentations | NH3.8
Benthic foraminifera as tools to distinguish contourites and turbiditesJohanna Schmidt, Anna Saupe, Jassin Petersen, André Bahr, and Patrick Grunert
Contourites occur where along-slope bottom currents induce large accumulations of sediments in the deep sea (Faugères and Stow, 2008). Distinguishing among contourites and other depositional facies on continental slopes is fundamental for paleoenvironmental reconstructions like bottom current velocities. Nonetheless, reliable and easily applicable diagnostic criteria to properly differentiate between contourites and other coarse-grained and/or graded deep-water deposits such as turbidites are still sparse (e.g., de Castro et al., 2020). The differentiation and interpretation of these deposits is particularly complex in areas where downslope and along-slope sedimentary processes co-occur.
The SW Iberian Margin represents an ideal natural laboratory to study the complex interaction of downslope and along-slope processes. Persistent bottom current activity of Mediterranean Outflow Water (MOW) since the early Pliocene (García-Gallardo et al., 2017) resulted in the deposition of thick contourite drift bodies in the Gulf of Cádiz (Hernández-Molina et al., 2014). At the same time, downslope transport, channeled through submarine canyons, occurs frequently. Extensive turbidite intervals - intercalated between contouritic layers and often reworked by bottom currents - have been identified in several Pleistocene and Pliocene sediments in this area (Stow et al., 2013).
The aim of this study is to define diagnostic criteria to differentiate normally graded contourites and turbidites as well as reworked turbidites based on microfaunal analyses. Benthic foraminiferal assemblages along Pleistocene contouritic (~0.5 Ma) and turbiditic (~0.9 Ma, ~1.1 Ma) sequences in the Gulf of Cádiz (IODP Site U1389) are evaluated to test if their faunal composition provides a reliable tool to distinguish these deposits and the underlying sedimentary processes.
References:
de Castro, S., Hernández-Molina, F.J., de Weger, W., Jiménez-Espejo, F.J., Rodríguez-Tovar, F.J., Mena, A., Llave, E., Sierro, F.J., 2020. Contourite characterization and its discrimination from other deep‐water deposits in the Gulf of Cadiz contourite depositional system. Sedimentology. https://doi.org/10.1111/sed.12813
Faugères, J.C., Stow, D.A.V., 2008. Contourite Drifts. Nature, Evolution and Controls. Dev. Sedimentol. 60, 257–288. https://doi.org/10.1016/S0070-4571(08)10014-0
García-Gallardo, Á., Grunert, P., Voelker, A.H.L., Mendes, I., Piller, W.E., 2017. Re-evaluation of the “elevated epifauna” as indicator of Mediterranean Outflow Water in the Gulf of Cadiz using stable isotopes (δ13C, δ18O). Glob. Planet. Change 155, 78–97. https://doi.org/10.1016/j.gloplacha.2017.06.005
Hernández-Molina, F.J., Llave, E., Preu, B., Ercilla, G., Fontan, A., Bruno, M., Serra, N., Gomiz, J.J., Brackenridge, R.E., Sierro, F.J., Stow, D.A.V., García, M., Juan, C., Sandoval, N., Arnaiz, A., 2014. Contourite processes associated with the Mediterranean Outfl ow Water after its exit from the Strait of Gibraltar: Global and conceptual implications. Geology 42, 227–230. https://doi.org/10.1130/G35083.1
Stow, D.A.V., Hernández-Molina, F.J., Llave, E., Bruno, M., García, M., Díaz del Rio, V., Somoza, L., Brackenridge, R.E., 2013. The Cadiz Contourite Channel: Sandy contourites, bedforms and dynamic current interaction. Mar. Geol. 343, 99–114. https://doi.org/10.1016/j.margeo.2013.06.013
How to cite: Schmidt, J., Saupe, A., Petersen, J., Bahr, A., and Grunert, P.: Benthic foraminifera as tools to distinguish contourites and turbidites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2702, https://doi.org/10.5194/egusphere-egu21-2702, 2021.
Contourites occur where along-slope bottom currents induce large accumulations of sediments in the deep sea (Faugères and Stow, 2008). Distinguishing among contourites and other depositional facies on continental slopes is fundamental for paleoenvironmental reconstructions like bottom current velocities. Nonetheless, reliable and easily applicable diagnostic criteria to properly differentiate between contourites and other coarse-grained and/or graded deep-water deposits such as turbidites are still sparse (e.g., de Castro et al., 2020). The differentiation and interpretation of these deposits is particularly complex in areas where downslope and along-slope sedimentary processes co-occur.
The SW Iberian Margin represents an ideal natural laboratory to study the complex interaction of downslope and along-slope processes. Persistent bottom current activity of Mediterranean Outflow Water (MOW) since the early Pliocene (García-Gallardo et al., 2017) resulted in the deposition of thick contourite drift bodies in the Gulf of Cádiz (Hernández-Molina et al., 2014). At the same time, downslope transport, channeled through submarine canyons, occurs frequently. Extensive turbidite intervals - intercalated between contouritic layers and often reworked by bottom currents - have been identified in several Pleistocene and Pliocene sediments in this area (Stow et al., 2013).
The aim of this study is to define diagnostic criteria to differentiate normally graded contourites and turbidites as well as reworked turbidites based on microfaunal analyses. Benthic foraminiferal assemblages along Pleistocene contouritic (~0.5 Ma) and turbiditic (~0.9 Ma, ~1.1 Ma) sequences in the Gulf of Cádiz (IODP Site U1389) are evaluated to test if their faunal composition provides a reliable tool to distinguish these deposits and the underlying sedimentary processes.
References:
de Castro, S., Hernández-Molina, F.J., de Weger, W., Jiménez-Espejo, F.J., Rodríguez-Tovar, F.J., Mena, A., Llave, E., Sierro, F.J., 2020. Contourite characterization and its discrimination from other deep‐water deposits in the Gulf of Cadiz contourite depositional system. Sedimentology. https://doi.org/10.1111/sed.12813
Faugères, J.C., Stow, D.A.V., 2008. Contourite Drifts. Nature, Evolution and Controls. Dev. Sedimentol. 60, 257–288. https://doi.org/10.1016/S0070-4571(08)10014-0
García-Gallardo, Á., Grunert, P., Voelker, A.H.L., Mendes, I., Piller, W.E., 2017. Re-evaluation of the “elevated epifauna” as indicator of Mediterranean Outflow Water in the Gulf of Cadiz using stable isotopes (δ13C, δ18O). Glob. Planet. Change 155, 78–97. https://doi.org/10.1016/j.gloplacha.2017.06.005
Hernández-Molina, F.J., Llave, E., Preu, B., Ercilla, G., Fontan, A., Bruno, M., Serra, N., Gomiz, J.J., Brackenridge, R.E., Sierro, F.J., Stow, D.A.V., García, M., Juan, C., Sandoval, N., Arnaiz, A., 2014. Contourite processes associated with the Mediterranean Outfl ow Water after its exit from the Strait of Gibraltar: Global and conceptual implications. Geology 42, 227–230. https://doi.org/10.1130/G35083.1
Stow, D.A.V., Hernández-Molina, F.J., Llave, E., Bruno, M., García, M., Díaz del Rio, V., Somoza, L., Brackenridge, R.E., 2013. The Cadiz Contourite Channel: Sandy contourites, bedforms and dynamic current interaction. Mar. Geol. 343, 99–114. https://doi.org/10.1016/j.margeo.2013.06.013
How to cite: Schmidt, J., Saupe, A., Petersen, J., Bahr, A., and Grunert, P.: Benthic foraminifera as tools to distinguish contourites and turbidites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2702, https://doi.org/10.5194/egusphere-egu21-2702, 2021.
EGU21-7034 | vPICO presentations | NH3.8
Turbidites, benthic foraminifera, and earthquakes – a paleoseismic record from the northern Gulf of AqabaRevital Bookman, Anat Ash-Mor, Mor Kanari, Zvi Ben Avraham, and Ahuva Almogi
Submarine mass transport deposits (MTDs) and turbidites are a well-known phenomenon in tectonically active regions. Evidence for such deposits is commonly found in the continental slope sedimentary records as distinct units with coarser grain size compared to the continuous pelagic sedimentation. The Gulf of Eilat/Aqaba is located between the southernmost end of the Dead Sea transform and the spreading center of the Red Sea, and is considered as an active tectonic region. In this study, symbiont-bearing Larger Benthic Foraminifera (LBF) were used to identify MTDs in the Gulf of Eilat/Aqaba (GEA) sedimentary record. The abundance, size and preservation state of LBF shells were analyzed in two radiocarbon dated sediment cores collected at different deposition environments at the deep GEA slope.
The microfaunal and taphonomic results show that the coarse units are characterized by a generally higher numerical abundance of LBF, dominated by Operculina ammonoides, Amphistegina papillosa and Amphistegina bicirculata. These benthic assemblages are found in deeper depths than their original habitat at the continental shelf. In the coarse units, LBF> 1 mm appear in higher frequency and poorly preserved shells are also abundant. In addition, these units contain high numbers of yellowish and blackish colored LBF shells, as opposed to null in the non-disturbed units, and unlike their natural pristine white color. The large shell size indicates that high energy is involved in the displacement of the sediments. The poor state of preservation also suggests a turbulent flow during transportation, which requires a high-energy triggering mechanism. The color alteration is probably associated with a diagenetic process related to increasing burial time/depth, also supported by the stratigraphic older ages of the MTDs, suggesting a long burial before the sediments were displaced. Radiocarbon dating reveled most of the MTDs correlate with historical and pre-historical earthquakes, reinforcing LBF species as a reliable proxy for mass transport events.
How to cite: Bookman, R., Ash-Mor, A., Kanari, M., Ben Avraham, Z., and Almogi, A.: Turbidites, benthic foraminifera, and earthquakes – a paleoseismic record from the northern Gulf of Aqaba , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7034, https://doi.org/10.5194/egusphere-egu21-7034, 2021.
Submarine mass transport deposits (MTDs) and turbidites are a well-known phenomenon in tectonically active regions. Evidence for such deposits is commonly found in the continental slope sedimentary records as distinct units with coarser grain size compared to the continuous pelagic sedimentation. The Gulf of Eilat/Aqaba is located between the southernmost end of the Dead Sea transform and the spreading center of the Red Sea, and is considered as an active tectonic region. In this study, symbiont-bearing Larger Benthic Foraminifera (LBF) were used to identify MTDs in the Gulf of Eilat/Aqaba (GEA) sedimentary record. The abundance, size and preservation state of LBF shells were analyzed in two radiocarbon dated sediment cores collected at different deposition environments at the deep GEA slope.
The microfaunal and taphonomic results show that the coarse units are characterized by a generally higher numerical abundance of LBF, dominated by Operculina ammonoides, Amphistegina papillosa and Amphistegina bicirculata. These benthic assemblages are found in deeper depths than their original habitat at the continental shelf. In the coarse units, LBF> 1 mm appear in higher frequency and poorly preserved shells are also abundant. In addition, these units contain high numbers of yellowish and blackish colored LBF shells, as opposed to null in the non-disturbed units, and unlike their natural pristine white color. The large shell size indicates that high energy is involved in the displacement of the sediments. The poor state of preservation also suggests a turbulent flow during transportation, which requires a high-energy triggering mechanism. The color alteration is probably associated with a diagenetic process related to increasing burial time/depth, also supported by the stratigraphic older ages of the MTDs, suggesting a long burial before the sediments were displaced. Radiocarbon dating reveled most of the MTDs correlate with historical and pre-historical earthquakes, reinforcing LBF species as a reliable proxy for mass transport events.
How to cite: Bookman, R., Ash-Mor, A., Kanari, M., Ben Avraham, Z., and Almogi, A.: Turbidites, benthic foraminifera, and earthquakes – a paleoseismic record from the northern Gulf of Aqaba , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7034, https://doi.org/10.5194/egusphere-egu21-7034, 2021.
EGU21-7111 | vPICO presentations | NH3.8
Going with the flow: Experimental simulation of sediment turbid transport from a foraminifera perspectiveAnat Ash-Mor, Ahuva Almogi-Labin, Vincent M. P. Bouchet, Laurent Seuront, Tamar Guy-Haim, Zvi Ben-Avraham, and Revital Bookman
Transport of continental shelf sediments to the deep ocean can be studied from displaced symbiont-bearing larger benthic foraminifera (LBF) found in turbidite deposits. The LBF habitat depth, physical characteristics and preservation serve as indicators for understanding sediment transport dynamics near the seabed and in the water column. Here, an experiment was designed to explore turbulent sediment transport in a closed flume system using simulated high current velocities. Shelf sediments from the Gulf of Eilat/Aqaba (GEA), dominated by Amphistegina papillosa and Operculina ammonoides, were subjected to 60 and 80 cm/sec current velocities while collected in a 10-cm vertical sediment trap. LBF abundance, shell physical properties and preservation state were analyzed and compared with the original bulk shelf sediments. The experiment results showed that at 80 cm/sec velocity LBF shells of all sizes and preservation states are efficiently resuspended and transported in large quantities throughout the water column, as opposed to their transport as bedload by the lower velocity current. LBF shape also has a role in the transport distances and accumulation depths. O. ammonoides shells were found more portable, compared to A. papillosa, due to their flatter discoid shape. The results suggest that a threshold velocity of ~80 cm/sec was needed to generate the thick coarse deposits found in the GEA slope sedimentary record, which were previously suggested to be triggered by large magnitude seismic events. Lower velocities probably winnowed minor amounts of LBF shells (with little or no coarser sediments) that were deposited as thin layers and may point to lower magnitude seismic triggers. In conclusion, LBF shells are transported and deposited in turbidites according to their hydrodynamic properties, resulting in assemblage differentiation along the transport pathway. This study shows the fossil biogenic composition in turbidites includes valuable information on current velocities, transport dynamics and possible triggers in the geological record.
How to cite: Ash-Mor, A., Almogi-Labin, A., Bouchet, V. M. P., Seuront, L., Guy-Haim, T., Ben-Avraham, Z., and Bookman, R.: Going with the flow: Experimental simulation of sediment turbid transport from a foraminifera perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7111, https://doi.org/10.5194/egusphere-egu21-7111, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Transport of continental shelf sediments to the deep ocean can be studied from displaced symbiont-bearing larger benthic foraminifera (LBF) found in turbidite deposits. The LBF habitat depth, physical characteristics and preservation serve as indicators for understanding sediment transport dynamics near the seabed and in the water column. Here, an experiment was designed to explore turbulent sediment transport in a closed flume system using simulated high current velocities. Shelf sediments from the Gulf of Eilat/Aqaba (GEA), dominated by Amphistegina papillosa and Operculina ammonoides, were subjected to 60 and 80 cm/sec current velocities while collected in a 10-cm vertical sediment trap. LBF abundance, shell physical properties and preservation state were analyzed and compared with the original bulk shelf sediments. The experiment results showed that at 80 cm/sec velocity LBF shells of all sizes and preservation states are efficiently resuspended and transported in large quantities throughout the water column, as opposed to their transport as bedload by the lower velocity current. LBF shape also has a role in the transport distances and accumulation depths. O. ammonoides shells were found more portable, compared to A. papillosa, due to their flatter discoid shape. The results suggest that a threshold velocity of ~80 cm/sec was needed to generate the thick coarse deposits found in the GEA slope sedimentary record, which were previously suggested to be triggered by large magnitude seismic events. Lower velocities probably winnowed minor amounts of LBF shells (with little or no coarser sediments) that were deposited as thin layers and may point to lower magnitude seismic triggers. In conclusion, LBF shells are transported and deposited in turbidites according to their hydrodynamic properties, resulting in assemblage differentiation along the transport pathway. This study shows the fossil biogenic composition in turbidites includes valuable information on current velocities, transport dynamics and possible triggers in the geological record.
How to cite: Ash-Mor, A., Almogi-Labin, A., Bouchet, V. M. P., Seuront, L., Guy-Haim, T., Ben-Avraham, Z., and Bookman, R.: Going with the flow: Experimental simulation of sediment turbid transport from a foraminifera perspective, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7111, https://doi.org/10.5194/egusphere-egu21-7111, 2021.
EGU21-8655 | vPICO presentations | NH3.8
Benthic foraminifera as indicators for recent sediments transport in the Eastern Mediterranean upper continental slope, offshore IsraelLeeron Ashkenazi, Oded Katz, Sigal Abramovich, Ahuva Almogi-Labin, Yizhaq Makovsky, Omri Gadol, Mor Kanari, and Orit Hyams-Kaphzan
Our study comprises a high-resolution multi-proxy investigation of a ~6 m long piston core DOR280, sampled from the headscarp of a mapped landslide on the upper continental slope (280 m water depth) at the Dor Disturbance area, northern central Israel. The core retrieved the sediment sequence overlaying the sliding plane of the last major landsliding event. Benthic foraminiferal assemblages and taphonomy, alongside particle size distribution, were used to determine the provenance, transport distance, and reoccurrence time of mass transport events in this area. Radiocarbon ages were measured along the core revealed an age of ~600 Cal Yrs. B.P. for the core base, suggesting unexpectedly high average sedimentation rate of ~10 m/kyr, which is highest at the core top meter. Computed Tomography (CT) of DOR280 shows two alternating sedimentary facies: 5 – 208 cm thick Non-Laminated (NL) and 5 – 37 cm thick Laminated (L). The L-facies sequences also include 0 – 4 cm thick High-Density Laminas (HDL). The NL-facies intervals consist of unimodal fine-sediments dominated by clay minerals. Their foraminiferal assemblage is dominated by autochthonous species (e.g. Uvigerina spp.) and low percentage of broken shells. This indicates that the NL-facies represents mostly in-situ hemipelagic deposition. The L-facies intervals also record unimodal size-distribution of fine-sediments dominated by clay minerals, but their foraminiferal assemblages are dominated by allochthonous species (e.g. Ammonia spp.) and high percentage of broken shells, indicating a contribution of transported sediments, originated from mid-shelf habitats. The HDL-facies consist of bimodal sediments comprised of fine silty-clay (~5 µm) and coarse silty components (~40 µm), dominated by quartz and calcite; as well as poorly preserved and broken shells of allochthonous foraminifera species. Thus, the HDL represent significant contribution of mid-shelf-origin sediments and are interpreted as turbidite-like mass transport events.
The temporal distribution of the 27 HDL events is nonrandom, revealing clusters at 59 ± 14 (n=9), 134 ± 12 (n=8), 453 ± 21 (n=4) and 641 ± 10 (n=4) years before present. These findings show prevailing cross-shelf and down slope sediments transport in the Dor Disturbance area. The HDL events can be triggered by large remote earthquakes (> 6.5), tsunami, winter storms or by sediment load that coincided with high-stand Nilotic episodes. However, mechanisms controlling the observed recent mass transport in the Dor Disturbance area still need to be studied.
DOR280 is the first piston core studied in high resolution at the upper continental slope of of the Isreali offshore. The use of benthic foraminifera assemblages and their shells taphonomy reveals the transported sediments within the core and enables an assessment regarding their source. The findings reported here identified much higher sediments accumulation rate than previously known and thus have implications to the evaluation and mitigation of marine geo-hazard in the studied area.
How to cite: Ashkenazi, L., Katz, O., Abramovich, S., Almogi-Labin, A., Makovsky, Y., Gadol, O., Kanari, M., and Hyams-Kaphzan, O.: Benthic foraminifera as indicators for recent sediments transport in the Eastern Mediterranean upper continental slope, offshore Israel, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8655, https://doi.org/10.5194/egusphere-egu21-8655, 2021.
Our study comprises a high-resolution multi-proxy investigation of a ~6 m long piston core DOR280, sampled from the headscarp of a mapped landslide on the upper continental slope (280 m water depth) at the Dor Disturbance area, northern central Israel. The core retrieved the sediment sequence overlaying the sliding plane of the last major landsliding event. Benthic foraminiferal assemblages and taphonomy, alongside particle size distribution, were used to determine the provenance, transport distance, and reoccurrence time of mass transport events in this area. Radiocarbon ages were measured along the core revealed an age of ~600 Cal Yrs. B.P. for the core base, suggesting unexpectedly high average sedimentation rate of ~10 m/kyr, which is highest at the core top meter. Computed Tomography (CT) of DOR280 shows two alternating sedimentary facies: 5 – 208 cm thick Non-Laminated (NL) and 5 – 37 cm thick Laminated (L). The L-facies sequences also include 0 – 4 cm thick High-Density Laminas (HDL). The NL-facies intervals consist of unimodal fine-sediments dominated by clay minerals. Their foraminiferal assemblage is dominated by autochthonous species (e.g. Uvigerina spp.) and low percentage of broken shells. This indicates that the NL-facies represents mostly in-situ hemipelagic deposition. The L-facies intervals also record unimodal size-distribution of fine-sediments dominated by clay minerals, but their foraminiferal assemblages are dominated by allochthonous species (e.g. Ammonia spp.) and high percentage of broken shells, indicating a contribution of transported sediments, originated from mid-shelf habitats. The HDL-facies consist of bimodal sediments comprised of fine silty-clay (~5 µm) and coarse silty components (~40 µm), dominated by quartz and calcite; as well as poorly preserved and broken shells of allochthonous foraminifera species. Thus, the HDL represent significant contribution of mid-shelf-origin sediments and are interpreted as turbidite-like mass transport events.
The temporal distribution of the 27 HDL events is nonrandom, revealing clusters at 59 ± 14 (n=9), 134 ± 12 (n=8), 453 ± 21 (n=4) and 641 ± 10 (n=4) years before present. These findings show prevailing cross-shelf and down slope sediments transport in the Dor Disturbance area. The HDL events can be triggered by large remote earthquakes (> 6.5), tsunami, winter storms or by sediment load that coincided with high-stand Nilotic episodes. However, mechanisms controlling the observed recent mass transport in the Dor Disturbance area still need to be studied.
DOR280 is the first piston core studied in high resolution at the upper continental slope of of the Isreali offshore. The use of benthic foraminifera assemblages and their shells taphonomy reveals the transported sediments within the core and enables an assessment regarding their source. The findings reported here identified much higher sediments accumulation rate than previously known and thus have implications to the evaluation and mitigation of marine geo-hazard in the studied area.
How to cite: Ashkenazi, L., Katz, O., Abramovich, S., Almogi-Labin, A., Makovsky, Y., Gadol, O., Kanari, M., and Hyams-Kaphzan, O.: Benthic foraminifera as indicators for recent sediments transport in the Eastern Mediterranean upper continental slope, offshore Israel, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8655, https://doi.org/10.5194/egusphere-egu21-8655, 2021.
EGU21-9674 | vPICO presentations | NH3.8
The history of the Nahariya Submarine Canyon, offshore northern Israel, from sedimentary down core records and foraminiferal analysesNaomi Moshe, Oded Katz, Adi Torfstein, Mor Kanari, Pere Masque, and Orit Hyams-Kaphzan
Submarine canyons are prominent features in continental slopes. They play an important role in sediment transport to the deep sea, as they form conduits for turbidity currents and cause landslides due their steep slopes. Such mass transport events could create geo-hazards, which compromise infrastructures along the continental slope.
Our research focuses on the Nahariya Canyon, which is part of a series of submarine canyons located along the continental slopes of the eastern Mediterranean, offshore northern Israel. This canyon is incised into the slope and does not reach the shelf. Here, we report the results from a study of two piston cores sampled in the canyon at water depths of 650m (NAC650, ~2.5m long) and 915m (NAC915, ~6m long). Chronologies were established based radiocarbon dating using slope foraminiferal shells, in addition to 210Pb and OSL dating of bulk sediment. The sediments were characterized by major and trace element concentrations, mineralogy, grain size, and dead foraminiferal assemblages. We further identified the living (Rose-Bengal stained) foraminiferal species at three depths habitats (200m 650m and 915m water depth).
Our results show that both piston cores are comprised of a capping ~40 cm thick interval of fine laminated mud, deposited over the last ~150-200 years, apparently reflecting hemipelagic sedimentation. This capping interval unconformably overlays a consolidated sequence in both cores, which indicates a major sediment removal. The consolidated sequence in NAC650 is mostly homogenous and dates to the previous glacial (>140 ka), and in NAC915 the upper 70 cm of the consolidated sequence consists mud clasts dated to 27-46 ka that overlay an ‘S shape’ shear zone, which is a result of a down canyon mass wasting (debrite). Below that debrite, the sediment is mostly homogenous and dates to the last glacial (>25 ka). Broken shells of shallow benthic foraminiferal species such as Ammonia spp., Asterigerinata mamilla, Miliolids, Rosalina spp. and Sorites orbiculus are found abundantly throughout both piston-cores, varying between in-core intervals, indicating that allochthonous sediments are prevalent at those cores. Same shallow species are found also in the surface (living) assemblages, mixed with slope deep foraminiferal species. Moreover, the deep living foraminiferal shells are well preserved, in contrast to the shallow living species. Taken together, these indicate that sediment transport processes along the canyon exist to this day.
The cores suggest that the canyon is an erosive environment at least since the last glacial maximum, when the last significant mass wasting deposit is recorded. The Holocene is not represented in the records, probably due to the dominance of erosion processes, except for a thin layer of sediment deposited over the last two centuries that prevails along the entire canyon.
How to cite: Moshe, N., Katz, O., Torfstein, A., Kanari, M., Masque, P., and Hyams-Kaphzan, O.: The history of the Nahariya Submarine Canyon, offshore northern Israel, from sedimentary down core records and foraminiferal analyses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9674, https://doi.org/10.5194/egusphere-egu21-9674, 2021.
Submarine canyons are prominent features in continental slopes. They play an important role in sediment transport to the deep sea, as they form conduits for turbidity currents and cause landslides due their steep slopes. Such mass transport events could create geo-hazards, which compromise infrastructures along the continental slope.
Our research focuses on the Nahariya Canyon, which is part of a series of submarine canyons located along the continental slopes of the eastern Mediterranean, offshore northern Israel. This canyon is incised into the slope and does not reach the shelf. Here, we report the results from a study of two piston cores sampled in the canyon at water depths of 650m (NAC650, ~2.5m long) and 915m (NAC915, ~6m long). Chronologies were established based radiocarbon dating using slope foraminiferal shells, in addition to 210Pb and OSL dating of bulk sediment. The sediments were characterized by major and trace element concentrations, mineralogy, grain size, and dead foraminiferal assemblages. We further identified the living (Rose-Bengal stained) foraminiferal species at three depths habitats (200m 650m and 915m water depth).
Our results show that both piston cores are comprised of a capping ~40 cm thick interval of fine laminated mud, deposited over the last ~150-200 years, apparently reflecting hemipelagic sedimentation. This capping interval unconformably overlays a consolidated sequence in both cores, which indicates a major sediment removal. The consolidated sequence in NAC650 is mostly homogenous and dates to the previous glacial (>140 ka), and in NAC915 the upper 70 cm of the consolidated sequence consists mud clasts dated to 27-46 ka that overlay an ‘S shape’ shear zone, which is a result of a down canyon mass wasting (debrite). Below that debrite, the sediment is mostly homogenous and dates to the last glacial (>25 ka). Broken shells of shallow benthic foraminiferal species such as Ammonia spp., Asterigerinata mamilla, Miliolids, Rosalina spp. and Sorites orbiculus are found abundantly throughout both piston-cores, varying between in-core intervals, indicating that allochthonous sediments are prevalent at those cores. Same shallow species are found also in the surface (living) assemblages, mixed with slope deep foraminiferal species. Moreover, the deep living foraminiferal shells are well preserved, in contrast to the shallow living species. Taken together, these indicate that sediment transport processes along the canyon exist to this day.
The cores suggest that the canyon is an erosive environment at least since the last glacial maximum, when the last significant mass wasting deposit is recorded. The Holocene is not represented in the records, probably due to the dominance of erosion processes, except for a thin layer of sediment deposited over the last two centuries that prevails along the entire canyon.
How to cite: Moshe, N., Katz, O., Torfstein, A., Kanari, M., Masque, P., and Hyams-Kaphzan, O.: The history of the Nahariya Submarine Canyon, offshore northern Israel, from sedimentary down core records and foraminiferal analyses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9674, https://doi.org/10.5194/egusphere-egu21-9674, 2021.
NH3.9 – Large slope instabilities: characterisation, dating, triggering, monitoring and modelling
EGU21-1663 | vPICO presentations | NH3.9
Recurrent rock avalanches progressively dismantle mountain ridges in the Longmen Shan, China, most recently in the 2008 Wenchuan earthquakeJanusz Wasowski, Maurice McSaveney, Luca Pisanu, Vincenzo Del Gaudio, Yan Li, and Wei Hu
Large earthquake-triggered landslides, in particular rock avalanches, can have catastrophic consequences. However, the recognition of slopes prone to such failures remains difficult, because slope-specific seismic response depends on many factors including local topography, landforms, structure and internal geology. We address these issues by exploring the case of a rock avalanche of >3 million m3 triggered by the 2008 Mw7.9 Wenchuan earthquake in the Longmen Shan range, China. The failure, denominated Yangjia gully rock avalanche, occurred in Beichuan County (Sichuan Province), one of the areas that suffered the highest shaking intensity and death toll caused by co-seismic landsliding. Even though the Wenchuan earthquake produced tens of large (volume >1 million m3) rock avalanches, few studies so far have examined the pre-2008 history of the failed slope or reported on the stratigraphic record of mass-movement deposits exposed along local river courses. The presented case of the Yangjia gully rock avalanche shows the importance of such attempts as they provide information on the recurrence of large slope failures and their associated hazards. Our effort stems from recognition, on 2005 satellite imagery, of topography and morphology indicative of a large, apparently pre-historic slope failure and the associated breached landslide dam, both features closely resembling the forms generated in the catastrophic 2008 earthquake. The follow-up reconstruction recognizes an earlier landslide deposit exhumed from beneath the 2008 Yangjia gully rock avalanche by fluvial erosion since May 2008. We infer a seismic trigger also for the pre-2008 rock avalanche based on the following circumstantial evidence: i) the same source area (valley-facing, terminal portion of a flat-topped, elongated mountain ridge) located within one and a half kilometer of the seismically active Beichuan fault; ii) significant directional amplification of ground vibration, sub-parallel to the failed slope direction, detected via ambient noise measurements on the ridge adjacent to the source area of the 2008 rock avalanche and iii) common depositional and textural features of the two landslide deposits. Then, we show how, through consideration of the broader geomorphic and seismo-tectonic contexts, one can gain insight into the spatial and temporal recurrence of catastrophic slope failures in Beichuan County and elsewhere in the Longmen Shan. This insight, combined with local-scale geologic and geomorphologic knowledge, may guide selection of suspect slopes for reconnaissance, wide-area ambient noise investigation aimed at discriminating their relative susceptibility to co-seismic catastrophic failures. We indicate the feasibility of such investigations through the example of this study, which uses 3-component velocimeters designed to register low amplitude ground vibration.
How to cite: Wasowski, J., McSaveney, M., Pisanu, L., Del Gaudio, V., Li, Y., and Hu, W.: Recurrent rock avalanches progressively dismantle mountain ridges in the Longmen Shan, China, most recently in the 2008 Wenchuan earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1663, https://doi.org/10.5194/egusphere-egu21-1663, 2021.
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Large earthquake-triggered landslides, in particular rock avalanches, can have catastrophic consequences. However, the recognition of slopes prone to such failures remains difficult, because slope-specific seismic response depends on many factors including local topography, landforms, structure and internal geology. We address these issues by exploring the case of a rock avalanche of >3 million m3 triggered by the 2008 Mw7.9 Wenchuan earthquake in the Longmen Shan range, China. The failure, denominated Yangjia gully rock avalanche, occurred in Beichuan County (Sichuan Province), one of the areas that suffered the highest shaking intensity and death toll caused by co-seismic landsliding. Even though the Wenchuan earthquake produced tens of large (volume >1 million m3) rock avalanches, few studies so far have examined the pre-2008 history of the failed slope or reported on the stratigraphic record of mass-movement deposits exposed along local river courses. The presented case of the Yangjia gully rock avalanche shows the importance of such attempts as they provide information on the recurrence of large slope failures and their associated hazards. Our effort stems from recognition, on 2005 satellite imagery, of topography and morphology indicative of a large, apparently pre-historic slope failure and the associated breached landslide dam, both features closely resembling the forms generated in the catastrophic 2008 earthquake. The follow-up reconstruction recognizes an earlier landslide deposit exhumed from beneath the 2008 Yangjia gully rock avalanche by fluvial erosion since May 2008. We infer a seismic trigger also for the pre-2008 rock avalanche based on the following circumstantial evidence: i) the same source area (valley-facing, terminal portion of a flat-topped, elongated mountain ridge) located within one and a half kilometer of the seismically active Beichuan fault; ii) significant directional amplification of ground vibration, sub-parallel to the failed slope direction, detected via ambient noise measurements on the ridge adjacent to the source area of the 2008 rock avalanche and iii) common depositional and textural features of the two landslide deposits. Then, we show how, through consideration of the broader geomorphic and seismo-tectonic contexts, one can gain insight into the spatial and temporal recurrence of catastrophic slope failures in Beichuan County and elsewhere in the Longmen Shan. This insight, combined with local-scale geologic and geomorphologic knowledge, may guide selection of suspect slopes for reconnaissance, wide-area ambient noise investigation aimed at discriminating their relative susceptibility to co-seismic catastrophic failures. We indicate the feasibility of such investigations through the example of this study, which uses 3-component velocimeters designed to register low amplitude ground vibration.
How to cite: Wasowski, J., McSaveney, M., Pisanu, L., Del Gaudio, V., Li, Y., and Hu, W.: Recurrent rock avalanches progressively dismantle mountain ridges in the Longmen Shan, China, most recently in the 2008 Wenchuan earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1663, https://doi.org/10.5194/egusphere-egu21-1663, 2021.
EGU21-10944 | vPICO presentations | NH3.9
Study on Deep Seated Gravitational Slope Deformation in the Slate Belt of the Backbone Range, Central TaiwanYu-Chung Hsieh, Mien-Ming Chen, Tung-Lin Tai, and Chung-Chi Chi
In the mountain area, Deep seated gravitational slope deformation (DSGSD) is a phenomenon that causes rock mass deformation under long-term gravity. In the Slate Belt of the Backbone Range where mainly slate distributed, it is more susceptible to develop DSGSD. After Typhoon Morakot, the high-resolution LiDAR digital terrain data of the entire island of Taiwan could be applied to visual interpretation with the potential landslide area. In this study, we used existing high-resolution LiDAR data and the latest computerized 3D environments to conduct and explore preliminary geological information at the regional scale and potential large-scale landslide distribution with detailed topographical characteristics. Through field investigations and UAV application in Lusan area of central Taiwan, the features caused by regional tectonic effects or DSGSD could be clarified and discussed possible mechanism of rock mass failure caused by these DSGSD. The results help to understand the deformation mechanism of the slate area in the Central Range of Taiwan. In the future, we could further explore the possible causes of why DSGSD transform into catastrophic landslides.
How to cite: Hsieh, Y.-C., Chen, M.-M., Tai, T.-L., and Chi, C.-C.: Study on Deep Seated Gravitational Slope Deformation in the Slate Belt of the Backbone Range, Central Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10944, https://doi.org/10.5194/egusphere-egu21-10944, 2021.
In the mountain area, Deep seated gravitational slope deformation (DSGSD) is a phenomenon that causes rock mass deformation under long-term gravity. In the Slate Belt of the Backbone Range where mainly slate distributed, it is more susceptible to develop DSGSD. After Typhoon Morakot, the high-resolution LiDAR digital terrain data of the entire island of Taiwan could be applied to visual interpretation with the potential landslide area. In this study, we used existing high-resolution LiDAR data and the latest computerized 3D environments to conduct and explore preliminary geological information at the regional scale and potential large-scale landslide distribution with detailed topographical characteristics. Through field investigations and UAV application in Lusan area of central Taiwan, the features caused by regional tectonic effects or DSGSD could be clarified and discussed possible mechanism of rock mass failure caused by these DSGSD. The results help to understand the deformation mechanism of the slate area in the Central Range of Taiwan. In the future, we could further explore the possible causes of why DSGSD transform into catastrophic landslides.
How to cite: Hsieh, Y.-C., Chen, M.-M., Tai, T.-L., and Chi, C.-C.: Study on Deep Seated Gravitational Slope Deformation in the Slate Belt of the Backbone Range, Central Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10944, https://doi.org/10.5194/egusphere-egu21-10944, 2021.
EGU21-5370 | vPICO presentations | NH3.9
Active faulting and deep-seated gravitational slope deformation in carbonate rocks (Central Apennines, Italy)Luca Del Rio, Marco Moro, Michele Fondriest, Stefano Gori, Emanuela Falcucci, Michele Saroli, Fawzi Doumaz, Andrea Cavallo, and Giulio Di Toro
Abstract
Active faulting and Deep-seated Gravitational Slope Deformation (DGSD) constitute common geological hazards in mountain belts worldwide. In the Italian central Apennines, km-thick carbonate sedimentary sequences are cut by major active normal faults which shape the landscape generating intermontane basins. Geomorphological observations suggest that the DGSDs are commonly located in the fault footwalls.
We selected five mountain slopes affected by DGSD and exposing the footwall of active seismic normal faults exhumed from 2 to 0.5 km depth. We combined field structural analysis of the slopes with microstructural investigation of the slipping zones from the slip surfaces of both DGSDs and major faults. The collected data show that DGSDs exploit pre-existing surfaces formed both at depth and near the ground surface by tectonic faulting and, locally, by gravitational collapse. At the microscale, the widespread compaction of micro-grains (e.g., clasts indentation) forming the cataclastic matrix of both normal faults and DGSDs is consistent with clast fragmentation, fluid-infiltration and congruent pressure-solution mechanisms active at low ambient temperatures and lithostatic pressures. These processes are more developed in the slipping zones of normal faults because of the larger displacement accommodated.
We conclude that in carbonate rocks of the central Apennines, DGSDs commonly exploit pre-existing tectonic faults/fractures and, in addition, localize slip along newly formed fractures that accommodate deformation mechanisms similar to those associated to tectonic faulting. Furthermore, the exposure of sharp slip surfaces along mountain slopes in the central Apennines can result from both surface seismic rupturing and DGSD or by a combination of them.
How to cite: Del Rio, L., Moro, M., Fondriest, M., Gori, S., Falcucci, E., Saroli, M., Doumaz, F., Cavallo, A., and Di Toro, G.: Active faulting and deep-seated gravitational slope deformation in carbonate rocks (Central Apennines, Italy) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5370, https://doi.org/10.5194/egusphere-egu21-5370, 2021.
Abstract
Active faulting and Deep-seated Gravitational Slope Deformation (DGSD) constitute common geological hazards in mountain belts worldwide. In the Italian central Apennines, km-thick carbonate sedimentary sequences are cut by major active normal faults which shape the landscape generating intermontane basins. Geomorphological observations suggest that the DGSDs are commonly located in the fault footwalls.
We selected five mountain slopes affected by DGSD and exposing the footwall of active seismic normal faults exhumed from 2 to 0.5 km depth. We combined field structural analysis of the slopes with microstructural investigation of the slipping zones from the slip surfaces of both DGSDs and major faults. The collected data show that DGSDs exploit pre-existing surfaces formed both at depth and near the ground surface by tectonic faulting and, locally, by gravitational collapse. At the microscale, the widespread compaction of micro-grains (e.g., clasts indentation) forming the cataclastic matrix of both normal faults and DGSDs is consistent with clast fragmentation, fluid-infiltration and congruent pressure-solution mechanisms active at low ambient temperatures and lithostatic pressures. These processes are more developed in the slipping zones of normal faults because of the larger displacement accommodated.
We conclude that in carbonate rocks of the central Apennines, DGSDs commonly exploit pre-existing tectonic faults/fractures and, in addition, localize slip along newly formed fractures that accommodate deformation mechanisms similar to those associated to tectonic faulting. Furthermore, the exposure of sharp slip surfaces along mountain slopes in the central Apennines can result from both surface seismic rupturing and DGSD or by a combination of them.
How to cite: Del Rio, L., Moro, M., Fondriest, M., Gori, S., Falcucci, E., Saroli, M., Doumaz, F., Cavallo, A., and Di Toro, G.: Active faulting and deep-seated gravitational slope deformation in carbonate rocks (Central Apennines, Italy) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5370, https://doi.org/10.5194/egusphere-egu21-5370, 2021.
EGU21-8392 | vPICO presentations | NH3.9
Semi-automated regional classification of the style of activity of slow rock slope deformations using PS InSAR and SqueeSAR velocity dataChiara Crippa, Elena Valbuzzi, Paolo Frattini, Giovanni B. Crosta, Margherita C. Spreafico, and Federico Agliardi
Large slow rock-slope deformations are widespread in alpine environments and mountainous regions worldwide. They evolve over long time by progressive failure processes, resulting in slow movements that impact infrastructures and can eventually evolve into catastrophic rockslides. A robust characterization of the activity of these phenomena is thus required to cope with their long-term threats.
Displacement rates measured by remote sensing and ground-based techniques only provide a snapshot of long-term, variable trends of activity and are insufficient to capture the behavior of slow rock slope deformations in a long-term risk management perspective. We thus propose to adopt a more complete approach based on a re-definition of “style of activity”, including displacement rate, segmentation/heterogeneity, kinematics, internal damage and accumulated strain. To this aim, we developed a novel approach combining persistent-scatterer interferometry (PSI) and systematic geomorphological mapping, to obtain an objective semi-automated characterization and classification of 208 slow rock slope deformations in Lombardia (Italian Central Alps). Through a peak analysis of displacement rate distributions we characterized the degree of internal segmentation of mapped slow rock slope deformations and highlighted the presence of nested sectors with differential activity. Then, we used an original approach to automatically characterize the kinematics of each landslide (translational, compound, or rotational) by combining a 2DInSAR velocity vector decomposition and a supervised machine learning classification. Finally, we combined Principal Component and K-medoid Cluster multivariate statistical analyses to classify slow rock slope deformations into groups with consistent styles of activity. We classified DSGSDs and large landslides respectively in five and two representative groups described by different degree of internal segmentation and kinematics that significant influence the evolutionary behavior and affect the definition of representative displacement rates. Our results provide a statistical evidence that phenomena classified as “Deep-Seated Gravitational Slope deformations” (DSGSD) and “large landslides” actually have different mechanisms and/or evolutionary stages, mirrored by different morphological features that testify higher accumulated internal deformation for large landslides with respect to DSGSDs. Our statistical classification of rock-slope deformation style of activity further highlighted the different risk potentials associated to each one of the seven descriptive groups in a practical perspective, taking into account the most significant parameters (rate, volume and heterogeneity) to assess risks related to the interaction between slow movements and sensitive elements.
Our analysis benefits from both deterministic and statistical components to perform a complete regional screening of slow rock slope deformations and to prioritize site-specific, engineering geological analyses of critical slopes depending on the most important factors conditioning their long-term style of activity. Our methodology is readily applicable to different datasets and provides an objective and cost-effective support to land planning and the prioritization of local-scale studies aimed at granting safety and infrastructure integrity.
How to cite: Crippa, C., Valbuzzi, E., Frattini, P., Crosta, G. B., Spreafico, M. C., and Agliardi, F.: Semi-automated regional classification of the style of activity of slow rock slope deformations using PS InSAR and SqueeSAR velocity data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8392, https://doi.org/10.5194/egusphere-egu21-8392, 2021.
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Large slow rock-slope deformations are widespread in alpine environments and mountainous regions worldwide. They evolve over long time by progressive failure processes, resulting in slow movements that impact infrastructures and can eventually evolve into catastrophic rockslides. A robust characterization of the activity of these phenomena is thus required to cope with their long-term threats.
Displacement rates measured by remote sensing and ground-based techniques only provide a snapshot of long-term, variable trends of activity and are insufficient to capture the behavior of slow rock slope deformations in a long-term risk management perspective. We thus propose to adopt a more complete approach based on a re-definition of “style of activity”, including displacement rate, segmentation/heterogeneity, kinematics, internal damage and accumulated strain. To this aim, we developed a novel approach combining persistent-scatterer interferometry (PSI) and systematic geomorphological mapping, to obtain an objective semi-automated characterization and classification of 208 slow rock slope deformations in Lombardia (Italian Central Alps). Through a peak analysis of displacement rate distributions we characterized the degree of internal segmentation of mapped slow rock slope deformations and highlighted the presence of nested sectors with differential activity. Then, we used an original approach to automatically characterize the kinematics of each landslide (translational, compound, or rotational) by combining a 2DInSAR velocity vector decomposition and a supervised machine learning classification. Finally, we combined Principal Component and K-medoid Cluster multivariate statistical analyses to classify slow rock slope deformations into groups with consistent styles of activity. We classified DSGSDs and large landslides respectively in five and two representative groups described by different degree of internal segmentation and kinematics that significant influence the evolutionary behavior and affect the definition of representative displacement rates. Our results provide a statistical evidence that phenomena classified as “Deep-Seated Gravitational Slope deformations” (DSGSD) and “large landslides” actually have different mechanisms and/or evolutionary stages, mirrored by different morphological features that testify higher accumulated internal deformation for large landslides with respect to DSGSDs. Our statistical classification of rock-slope deformation style of activity further highlighted the different risk potentials associated to each one of the seven descriptive groups in a practical perspective, taking into account the most significant parameters (rate, volume and heterogeneity) to assess risks related to the interaction between slow movements and sensitive elements.
Our analysis benefits from both deterministic and statistical components to perform a complete regional screening of slow rock slope deformations and to prioritize site-specific, engineering geological analyses of critical slopes depending on the most important factors conditioning their long-term style of activity. Our methodology is readily applicable to different datasets and provides an objective and cost-effective support to land planning and the prioritization of local-scale studies aimed at granting safety and infrastructure integrity.
How to cite: Crippa, C., Valbuzzi, E., Frattini, P., Crosta, G. B., Spreafico, M. C., and Agliardi, F.: Semi-automated regional classification of the style of activity of slow rock slope deformations using PS InSAR and SqueeSAR velocity data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8392, https://doi.org/10.5194/egusphere-egu21-8392, 2021.
EGU21-8394 | vPICO presentations | NH3.9
Unraveling spatial and temporal heterogeneities of very slow rock-slope deformations with targeted DInSAR analysesFederico Franzosi, Chiara Crippa, Mattia Zonca, Andrea Manconi, Giovanni B. Crosta, Luca dei Cas, and Federico Agliardi
Spaceborne radar interferometry is a powerful tool to characterize landslide activity. However, its application to very slow rock slope deformations (displacement rates < 5 cm/yr) in alpine environments remains challenging due to low signal-to-noise ratio, severe atmospheric and snow cover effects, and heterogeneous deformation patterns related to complex landslide mechanisms in space and time.
In this study we combine available SqueeSARTM data (Sentinel 1A/B ascending and descending, 2015-2017), ad hoc multi-temporal baseline DInSAR processing (2016-2019), GPS data (2015 to 2019) and detailed field mapping to unravel the kinematics, internal segmentation and style of activity of the Mt. Mater deep-seated gravitational slope deformation (DSGSD) in Valle Spluga (Italy). The high relief slope (1500-3000 m.a.s.l.) is made of dominant micaschist and paragneiss of the Stella-Timun complex (Suretta nappe) and ranges in inclination between 33° (< 2500 m a.s.l.) and 25° (> 2500 m a.s.l.). At 2900 m a.s.l. the slope is cut by a sharp triangular headscarp with a vertical downthrow of about 40 m, moving downslope, shallower arcuate scarps mark the transition to two nested large landslides, affecting the slope between 2400 m a.s.l. and 1550 m a.s.l; with highly deformed toes.
Through 2DInSAR decomposition, we highlight the global translational kinematics of the DSGSD. However, regional scale processed PSI data result unsuitable to capture the spatial complexity of the phenomenon at the local scale. To obtain a spatially-distributed characterization of the DSGSD displacement patterns, we process several multi-temporal interferograms and retrieve unwrapped phase and displacement maps according to a process-oriented, targeted approach based on variable temporal baselines (from 24-days to 1-year). In this context: a) 1-year interferograms provide a picture of long-term background DSGSD displacement signals; b) seasonal interferograms highlight displacement trends suggesting a complex response of different slope sectors to hydrological input; c) 24 days interferograms outline a triangular shaped active sector extending between 2500 m a.s.l. and the main DSGSD headscarp, corresponding to the movement of extensive debris cover and overlying periglacial features.
Our analyses clearly outline a composite slope instability and a strong spatial heterogeneity with different nested sectors possibly undergoing different evolutionary trends towards failure. The combined analysis of seasonal interferograms and GPS data further confirm a sensitivity of the different slope sectors to hydrological forcing modulated by snowmelt and rainfalls. The herein results outline the potential of a targeted use of DInSAR, carefully constrained by field geological and morpho-structural data, for the detailed investigation of a complex very slow rock slope deformation successfully unravelling its mechanisms, temporal trends of activity and forcing factors. Ground-truthing by means of GPS data further prove that, in the context of very slow rock deformations, PSI data are useful for a first-order characterization of slope activity and kinematics, but often fail to capture local scale spatial segmentation, temporal trends and associated mechanisms.
Our approach prove to be effective in providing key information for the definition of possible evolutive scenarios for risk analysis and mitigation of a widespread, yet challenging class of slope instabilities.
How to cite: Franzosi, F., Crippa, C., Zonca, M., Manconi, A., Crosta, G. B., dei Cas, L., and Agliardi, F.: Unraveling spatial and temporal heterogeneities of very slow rock-slope deformations with targeted DInSAR analyses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8394, https://doi.org/10.5194/egusphere-egu21-8394, 2021.
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Spaceborne radar interferometry is a powerful tool to characterize landslide activity. However, its application to very slow rock slope deformations (displacement rates < 5 cm/yr) in alpine environments remains challenging due to low signal-to-noise ratio, severe atmospheric and snow cover effects, and heterogeneous deformation patterns related to complex landslide mechanisms in space and time.
In this study we combine available SqueeSARTM data (Sentinel 1A/B ascending and descending, 2015-2017), ad hoc multi-temporal baseline DInSAR processing (2016-2019), GPS data (2015 to 2019) and detailed field mapping to unravel the kinematics, internal segmentation and style of activity of the Mt. Mater deep-seated gravitational slope deformation (DSGSD) in Valle Spluga (Italy). The high relief slope (1500-3000 m.a.s.l.) is made of dominant micaschist and paragneiss of the Stella-Timun complex (Suretta nappe) and ranges in inclination between 33° (< 2500 m a.s.l.) and 25° (> 2500 m a.s.l.). At 2900 m a.s.l. the slope is cut by a sharp triangular headscarp with a vertical downthrow of about 40 m, moving downslope, shallower arcuate scarps mark the transition to two nested large landslides, affecting the slope between 2400 m a.s.l. and 1550 m a.s.l; with highly deformed toes.
Through 2DInSAR decomposition, we highlight the global translational kinematics of the DSGSD. However, regional scale processed PSI data result unsuitable to capture the spatial complexity of the phenomenon at the local scale. To obtain a spatially-distributed characterization of the DSGSD displacement patterns, we process several multi-temporal interferograms and retrieve unwrapped phase and displacement maps according to a process-oriented, targeted approach based on variable temporal baselines (from 24-days to 1-year). In this context: a) 1-year interferograms provide a picture of long-term background DSGSD displacement signals; b) seasonal interferograms highlight displacement trends suggesting a complex response of different slope sectors to hydrological input; c) 24 days interferograms outline a triangular shaped active sector extending between 2500 m a.s.l. and the main DSGSD headscarp, corresponding to the movement of extensive debris cover and overlying periglacial features.
Our analyses clearly outline a composite slope instability and a strong spatial heterogeneity with different nested sectors possibly undergoing different evolutionary trends towards failure. The combined analysis of seasonal interferograms and GPS data further confirm a sensitivity of the different slope sectors to hydrological forcing modulated by snowmelt and rainfalls. The herein results outline the potential of a targeted use of DInSAR, carefully constrained by field geological and morpho-structural data, for the detailed investigation of a complex very slow rock slope deformation successfully unravelling its mechanisms, temporal trends of activity and forcing factors. Ground-truthing by means of GPS data further prove that, in the context of very slow rock deformations, PSI data are useful for a first-order characterization of slope activity and kinematics, but often fail to capture local scale spatial segmentation, temporal trends and associated mechanisms.
Our approach prove to be effective in providing key information for the definition of possible evolutive scenarios for risk analysis and mitigation of a widespread, yet challenging class of slope instabilities.
How to cite: Franzosi, F., Crippa, C., Zonca, M., Manconi, A., Crosta, G. B., dei Cas, L., and Agliardi, F.: Unraveling spatial and temporal heterogeneities of very slow rock-slope deformations with targeted DInSAR analyses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8394, https://doi.org/10.5194/egusphere-egu21-8394, 2021.
EGU21-154 | vPICO presentations | NH3.9
Characterising the kinematics of the Joffre Peak landslides using a combined numerical modeling-remote sensing approachNicola Fullin, Monica Ghirotti, Davide Donati, and Doug Stead
Geological structure and kinematics are often the most important factors controlling the stability of high rock slopes; their characterization can provide insights that are instrumental in understanding the behaviour of a slope in addition to its evolution with time. In this research, we used a combined remote sensing-numerical modelling approach to characterize the Joffre Peak landslides (British Columbia, Canada), two rock avalanche events that occurred on May, 13th and 16th 2019. The May 13th event involved a volume of 2-3million m3, and resulted in a runout distance of 6 km. The May 16th event involved a volume of 2-3 million m3, and a runout distance of 4 km. The failure was likely promoted by permafrost degradation and reduction in shear strength along geological structures (in our simulation checked in dry condition). Using a wide range of techniques, including Structure-from-Motion photogrammetry, virtual outcrop discontinuity mapping, GIS analysis, and 3D distinct element numerical modelling, we investigated the important role that structural geology and slope kinematics played prior to and during the Joffre landslide events. In particular, we demonstrate that i) a very persistent, sub-vertical geological structures formed the lateral and rear release surfaces of the rock mass volume that failed as two discrete landslide events. The landslide blocks were separated by one such sub-vertical structure, which remains visible in the fresh landslide scar; ii) the first block, failed on May 13th 2019, involving planar sliding failure mechanism, possibly promoted by progressive failure and propagation of discontinuities along the basal surface. The detachment of this block enhanced the kinematic freedom of the second landslide block, which, on May 16th, failed as wedge/toppling mechanism; iii) the first landslide block acted as a key block; its displacement and failure provided the kinematic freedom for the occurrence of the second landslide. In this paper we show that combining remote sensing mapping and 3D numerical modelling allows for the identification of the structural geological features controlling the stability and evolution of high rock slopes in alpine environments. We also show that constraining and validating the numerical modelling results using historical data is of paramount importance to ensure that the correct failure mechanism of the landslides is simulated.
How to cite: Fullin, N., Ghirotti, M., Donati, D., and Stead, D.: Characterising the kinematics of the Joffre Peak landslides using a combined numerical modeling-remote sensing approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-154, https://doi.org/10.5194/egusphere-egu21-154, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Geological structure and kinematics are often the most important factors controlling the stability of high rock slopes; their characterization can provide insights that are instrumental in understanding the behaviour of a slope in addition to its evolution with time. In this research, we used a combined remote sensing-numerical modelling approach to characterize the Joffre Peak landslides (British Columbia, Canada), two rock avalanche events that occurred on May, 13th and 16th 2019. The May 13th event involved a volume of 2-3million m3, and resulted in a runout distance of 6 km. The May 16th event involved a volume of 2-3 million m3, and a runout distance of 4 km. The failure was likely promoted by permafrost degradation and reduction in shear strength along geological structures (in our simulation checked in dry condition). Using a wide range of techniques, including Structure-from-Motion photogrammetry, virtual outcrop discontinuity mapping, GIS analysis, and 3D distinct element numerical modelling, we investigated the important role that structural geology and slope kinematics played prior to and during the Joffre landslide events. In particular, we demonstrate that i) a very persistent, sub-vertical geological structures formed the lateral and rear release surfaces of the rock mass volume that failed as two discrete landslide events. The landslide blocks were separated by one such sub-vertical structure, which remains visible in the fresh landslide scar; ii) the first block, failed on May 13th 2019, involving planar sliding failure mechanism, possibly promoted by progressive failure and propagation of discontinuities along the basal surface. The detachment of this block enhanced the kinematic freedom of the second landslide block, which, on May 16th, failed as wedge/toppling mechanism; iii) the first landslide block acted as a key block; its displacement and failure provided the kinematic freedom for the occurrence of the second landslide. In this paper we show that combining remote sensing mapping and 3D numerical modelling allows for the identification of the structural geological features controlling the stability and evolution of high rock slopes in alpine environments. We also show that constraining and validating the numerical modelling results using historical data is of paramount importance to ensure that the correct failure mechanism of the landslides is simulated.
How to cite: Fullin, N., Ghirotti, M., Donati, D., and Stead, D.: Characterising the kinematics of the Joffre Peak landslides using a combined numerical modeling-remote sensing approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-154, https://doi.org/10.5194/egusphere-egu21-154, 2021.
EGU21-9581 | vPICO presentations | NH3.9
Anticipating cascading risks at the imminent Hochvogel peak failureJohannes Leinauer, Manfred Meindl, Benjamin Jacobs, Verena Stammberger, and Michael Krautblatter
Climatic changes are exacerbating the risk of alpine mass movements for example through more frequent and extreme heavy precipitation events. To cope with this situation, the monitoring, anticipation, and early warning of rock slope failures based on process dynamics is a key strategy for alpine communities. However, only investigating the release area of an imminent event is insufficient, as the primary hazard can trigger or increase secondary hazards like debris flows or the damming of a river. Nevertheless, recent case studies dealing with successive hazards are rarely existent for the Calcareous Alps. In this study, we precisely investigate the cascading effects resulting from an imminent rock fall and perform a pre-event analysis instead of back-modelling of a past event.
The Hochvogel summit (2592 m a.s.l., Allgäu Alps, Germany/Austria) is divided by several pronounced clefts that separate multiple instable blocks. 3D-UAV point clouds reveal a potentially instable mass of 260,000 m³ in six main subunits. From our near real time monitoring system (Leinauer et al. 2020), we know that some cracks are opening at faster pace and react differently to heavy rainfall, making a successive failure of subunits likely. However, pre-deformations are not yet pronounced enough to decide on the exact expected volume whereas secondary effects are likely as the preparing rock fall mass will be deposited into highly debris-loaded channels. Therefore, we developed different rock fall scenarios from the gathered monitoring information, which we implemented into a RAMMS modelling of secondary debris flows. To obtain best- and worst-case results, each scenario is calculated with different erosion parameters in the runout channel. The models are calibrated with a well-documented debris flow event at Roßbichelgraben (10 km NW and similar lithology) and are supported by field investigations in the runout channel including electrical resistivity tomography profiles (ERT) for determination of the depth of erodible material as well as a drone survey for mapping the area and the generation of an elevation model.
Here we show a comprehensive scenario-based assessment for anticipating cascading risks at the Hochvogel from initial rock failure volume estimation to debris flow evolution and potential river damming. This recent case study from an alpine calcareous peak is an excellent and rare chance to gain insights into cascading risks modelling and an improved hazard evaluation.
How to cite: Leinauer, J., Meindl, M., Jacobs, B., Stammberger, V., and Krautblatter, M.: Anticipating cascading risks at the imminent Hochvogel peak failure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9581, https://doi.org/10.5194/egusphere-egu21-9581, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Climatic changes are exacerbating the risk of alpine mass movements for example through more frequent and extreme heavy precipitation events. To cope with this situation, the monitoring, anticipation, and early warning of rock slope failures based on process dynamics is a key strategy for alpine communities. However, only investigating the release area of an imminent event is insufficient, as the primary hazard can trigger or increase secondary hazards like debris flows or the damming of a river. Nevertheless, recent case studies dealing with successive hazards are rarely existent for the Calcareous Alps. In this study, we precisely investigate the cascading effects resulting from an imminent rock fall and perform a pre-event analysis instead of back-modelling of a past event.
The Hochvogel summit (2592 m a.s.l., Allgäu Alps, Germany/Austria) is divided by several pronounced clefts that separate multiple instable blocks. 3D-UAV point clouds reveal a potentially instable mass of 260,000 m³ in six main subunits. From our near real time monitoring system (Leinauer et al. 2020), we know that some cracks are opening at faster pace and react differently to heavy rainfall, making a successive failure of subunits likely. However, pre-deformations are not yet pronounced enough to decide on the exact expected volume whereas secondary effects are likely as the preparing rock fall mass will be deposited into highly debris-loaded channels. Therefore, we developed different rock fall scenarios from the gathered monitoring information, which we implemented into a RAMMS modelling of secondary debris flows. To obtain best- and worst-case results, each scenario is calculated with different erosion parameters in the runout channel. The models are calibrated with a well-documented debris flow event at Roßbichelgraben (10 km NW and similar lithology) and are supported by field investigations in the runout channel including electrical resistivity tomography profiles (ERT) for determination of the depth of erodible material as well as a drone survey for mapping the area and the generation of an elevation model.
Here we show a comprehensive scenario-based assessment for anticipating cascading risks at the Hochvogel from initial rock failure volume estimation to debris flow evolution and potential river damming. This recent case study from an alpine calcareous peak is an excellent and rare chance to gain insights into cascading risks modelling and an improved hazard evaluation.
How to cite: Leinauer, J., Meindl, M., Jacobs, B., Stammberger, V., and Krautblatter, M.: Anticipating cascading risks at the imminent Hochvogel peak failure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9581, https://doi.org/10.5194/egusphere-egu21-9581, 2021.
EGU21-14225 | vPICO presentations | NH3.9
Deep seated gravitational slope deformation north of the Tungnakvíslarjökull outlet glacier, in western Mýrdalsjökull ice cap, S-IcelandThorsteinn Saemundsson, Pall Einarsson, Halldor Geirsson, Joaquin Belart, Asta Rut Hjartardottir, Eyjolfur Magnusson, Finnur Palsson, Gro Pedersen, Vincent Drouin, and Daniel Ben-Yehoshua
A large deep seated gravitational slope deformation has been detected in a mountain slope north of the Tungnakvíslarjökull outlet glacier, in the western part of the Mýrdalsjökull ice cap in South Iceland. Mýrdalsjökull also hosts the Katla central volcano, which erupted spectacularly last in 1918. Based on comparison of Digital Elevation Models (DEMs) obtained from aerial photographs, lidar and Pléiades stereoimages, the slope has been showing slow gravitational slope deformation since 1945 to present. The total vertical displacement in 1945-2020 is around 200 m. The deformation rate has not been constant over this time period and the maximum deformation occurred between 1999 and 2004 of total of 94 m or about 19 m/year.
The mountain slope north of the Tungnakvíslarjökull outlet glacier reaches up to around 1100 m height. The head scarp of the slide, which is almost vertical, is around 2 km wide rising from about 400-500 m in the western part up to the Mýrdalsjökull glacier at 1100 m in the east. The area of deformation, from the head scarp down to the present-day ice margin is around 1 km2. The total volume of the moving mass is not known as the depth of the sliding plane is not known, but the minimum mobile rock volume is between 100 to 200 million m3. The entire slope shows signs of displacement and is heavily fractured. Continuous GNSS stations which were installed in the uppermost part of the slope in August 2019 and in the lower part of the slope in 2020 provide real-time displacements. The GNSS time series show evidence of seasonal motion of the landslide, with highest deformation rates occurring in late summer or fall. Historically, seismicity in the area has been at maximum in the fall, although little seismicity has been observed since the GNSS stations were installed.
There are two main ideas of the causes for this deformation. One is the consequences of slope steepening by glacial erosion, followed by unloading and de-buttressing due to glacial retreat. Another proposed cause for the deformation is related to its location on the western flank of the Katla volcano. Persistent seismic activity in this area for decades may be explained by a slowly rising cryptodome into the base of the slope, which may also explain the slope failure.
How to cite: Saemundsson, T., Einarsson, P., Geirsson, H., Belart, J., Hjartardottir, A. R., Magnusson, E., Palsson, F., Pedersen, G., Drouin, V., and Ben-Yehoshua, D.: Deep seated gravitational slope deformation north of the Tungnakvíslarjökull outlet glacier, in western Mýrdalsjökull ice cap, S-Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14225, https://doi.org/10.5194/egusphere-egu21-14225, 2021.
A large deep seated gravitational slope deformation has been detected in a mountain slope north of the Tungnakvíslarjökull outlet glacier, in the western part of the Mýrdalsjökull ice cap in South Iceland. Mýrdalsjökull also hosts the Katla central volcano, which erupted spectacularly last in 1918. Based on comparison of Digital Elevation Models (DEMs) obtained from aerial photographs, lidar and Pléiades stereoimages, the slope has been showing slow gravitational slope deformation since 1945 to present. The total vertical displacement in 1945-2020 is around 200 m. The deformation rate has not been constant over this time period and the maximum deformation occurred between 1999 and 2004 of total of 94 m or about 19 m/year.
The mountain slope north of the Tungnakvíslarjökull outlet glacier reaches up to around 1100 m height. The head scarp of the slide, which is almost vertical, is around 2 km wide rising from about 400-500 m in the western part up to the Mýrdalsjökull glacier at 1100 m in the east. The area of deformation, from the head scarp down to the present-day ice margin is around 1 km2. The total volume of the moving mass is not known as the depth of the sliding plane is not known, but the minimum mobile rock volume is between 100 to 200 million m3. The entire slope shows signs of displacement and is heavily fractured. Continuous GNSS stations which were installed in the uppermost part of the slope in August 2019 and in the lower part of the slope in 2020 provide real-time displacements. The GNSS time series show evidence of seasonal motion of the landslide, with highest deformation rates occurring in late summer or fall. Historically, seismicity in the area has been at maximum in the fall, although little seismicity has been observed since the GNSS stations were installed.
There are two main ideas of the causes for this deformation. One is the consequences of slope steepening by glacial erosion, followed by unloading and de-buttressing due to glacial retreat. Another proposed cause for the deformation is related to its location on the western flank of the Katla volcano. Persistent seismic activity in this area for decades may be explained by a slowly rising cryptodome into the base of the slope, which may also explain the slope failure.
How to cite: Saemundsson, T., Einarsson, P., Geirsson, H., Belart, J., Hjartardottir, A. R., Magnusson, E., Palsson, F., Pedersen, G., Drouin, V., and Ben-Yehoshua, D.: Deep seated gravitational slope deformation north of the Tungnakvíslarjökull outlet glacier, in western Mýrdalsjökull ice cap, S-Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14225, https://doi.org/10.5194/egusphere-egu21-14225, 2021.
EGU21-10606 | vPICO presentations | NH3.9
The Pretare-Piedilama rock block deposit: evidence of a further case of quaternary rock avalanche in Central Apennines, ItalyMaria Luisa Putignano, Emiliano Di Luzio, Luca Schilirò, Andrea Pietrosante, and Salvatore Ivo Giano
In the last two decades large clastic deposits in Central Apennines with specific morphological and sedimentological features have been interpreted as the result of Quaternary rock avalanche events (e.g., Di Luzio et al., 2004; Bianchi Fasani et al., 2014; Schilirò et al., 2019; Antonielli et al., 2020). The analysis of such deposits, that are located within intermontane basins and narrow valleys bounded by high mountain ridges, have improved the knowledge about this kind of massive rock slope failures, also clarifying their relationship with Deep-seated Gravitational Slope Deformations.
The present study then describes a multidisciplinary analysis carried out on a huge rock block deposit which crops out within the Pretare-Piedilama Valley, in the piedmont junction area of the Sibillini Mountain range (Central Italy), where Mesozoic basinal carbonates overthrust Miocene foredeep deposits.
Specifically, we performed sedimentological, stratigraphical and morphometric analyses on the clastic deposit; results support the interpretation of the event as a rock avalanche body. The accumulation area shows a T-like shape with a wide, E-W-oriented, proximal part and a N-S channelization in the central and lower sectors. The evidence suggests erosional events and tectonics as controlling factors on rock flow deposition. In this respect, the area was involved in the 2016 central Italy seismic sequence and was tectonically active during Quaternary times (Tortorici et al., 2009).
As regards on the deposit genesis, considering the geometric characteristics of a sub-rectangular detachment area located on the southern edge of the Sibillini Range, an original mechanism of rockslide failure involving about 8·106m3 of Early Jurassic limestone was inferred. Here, the post-failure geomorphic features behind the main scarp are considered for the evaluation of hazard conditions.
Finally, well-log analysis of the clastic sequence filling the Pretare-Piedilama Valley evidenced additional Quaternary landslide events occurred before the rock avalanche, thus testifying to a long history of large slope instabilities in the area controlling the landscape development.
REFERENCES
- Antonielli B., Della Seta M., Esposito C., Scarascia-Mugnozza G., Schilirò L., Spadi M., Tallini M. (2020). Quaternary rock avalanches in the Apennines: New data and interpretation of the huge clastic deposit of the L'Aquila Basin (central Italy). Geomorphology, 361, 107-194. doi:10.1016/j.geomorph.2020.107194.
- Bianchi Fasani G., Di Luzio E., Esposito C., Evans S.G., Scarascia-Mugnozza G. (2014). Quaternary, catastrophic rock avalanches in the Central Apennines (Italy): relationships with inherited tectonic features, gravity-driven deformations and the geodynamic frame. Geomorphology, 21, 22–42. doi:10.1016/j.geomorph.2013.12.027.
- Di Luzio E., Bianchi-Fasani G., Saroli M., Esposito C., Cavinato G.P., Scarascia-Mugnozza G. (2004). Massive rock slope failure in the central Apennines (Italy): the case of the Campo di Giove rock avalanche. Bullettin of Engineering Geology and the Environment 63, 1-12. doi:10.1007/s10064-003-0212-7.
- Schilirò L., Esposito C., De Blasio F.V., Scarascia-Mugnozza G. (2019). Sediment texture in rock avalanche deposits: insights from field and experimental observations. Landslides, 16, 1629-1643. doi: 10.1007/s10346-019-01210-x.
- Tortorici G., Romagnoli G., Grassi S. et al. (2019). Quaternary negative tectonic inversion along the Sibillini Mts. thrust zone: the Arquata del Tronto case history (Central Italy). Environ Earth Sci 78: 37. doi:10.1007/s12665-018-8021-2.
How to cite: Putignano, M. L., Di Luzio, E., Schilirò, L., Pietrosante, A., and Giano, S. I.: The Pretare-Piedilama rock block deposit: evidence of a further case of quaternary rock avalanche in Central Apennines, Italy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10606, https://doi.org/10.5194/egusphere-egu21-10606, 2021.
In the last two decades large clastic deposits in Central Apennines with specific morphological and sedimentological features have been interpreted as the result of Quaternary rock avalanche events (e.g., Di Luzio et al., 2004; Bianchi Fasani et al., 2014; Schilirò et al., 2019; Antonielli et al., 2020). The analysis of such deposits, that are located within intermontane basins and narrow valleys bounded by high mountain ridges, have improved the knowledge about this kind of massive rock slope failures, also clarifying their relationship with Deep-seated Gravitational Slope Deformations.
The present study then describes a multidisciplinary analysis carried out on a huge rock block deposit which crops out within the Pretare-Piedilama Valley, in the piedmont junction area of the Sibillini Mountain range (Central Italy), where Mesozoic basinal carbonates overthrust Miocene foredeep deposits.
Specifically, we performed sedimentological, stratigraphical and morphometric analyses on the clastic deposit; results support the interpretation of the event as a rock avalanche body. The accumulation area shows a T-like shape with a wide, E-W-oriented, proximal part and a N-S channelization in the central and lower sectors. The evidence suggests erosional events and tectonics as controlling factors on rock flow deposition. In this respect, the area was involved in the 2016 central Italy seismic sequence and was tectonically active during Quaternary times (Tortorici et al., 2009).
As regards on the deposit genesis, considering the geometric characteristics of a sub-rectangular detachment area located on the southern edge of the Sibillini Range, an original mechanism of rockslide failure involving about 8·106m3 of Early Jurassic limestone was inferred. Here, the post-failure geomorphic features behind the main scarp are considered for the evaluation of hazard conditions.
Finally, well-log analysis of the clastic sequence filling the Pretare-Piedilama Valley evidenced additional Quaternary landslide events occurred before the rock avalanche, thus testifying to a long history of large slope instabilities in the area controlling the landscape development.
REFERENCES
- Antonielli B., Della Seta M., Esposito C., Scarascia-Mugnozza G., Schilirò L., Spadi M., Tallini M. (2020). Quaternary rock avalanches in the Apennines: New data and interpretation of the huge clastic deposit of the L'Aquila Basin (central Italy). Geomorphology, 361, 107-194. doi:10.1016/j.geomorph.2020.107194.
- Bianchi Fasani G., Di Luzio E., Esposito C., Evans S.G., Scarascia-Mugnozza G. (2014). Quaternary, catastrophic rock avalanches in the Central Apennines (Italy): relationships with inherited tectonic features, gravity-driven deformations and the geodynamic frame. Geomorphology, 21, 22–42. doi:10.1016/j.geomorph.2013.12.027.
- Di Luzio E., Bianchi-Fasani G., Saroli M., Esposito C., Cavinato G.P., Scarascia-Mugnozza G. (2004). Massive rock slope failure in the central Apennines (Italy): the case of the Campo di Giove rock avalanche. Bullettin of Engineering Geology and the Environment 63, 1-12. doi:10.1007/s10064-003-0212-7.
- Schilirò L., Esposito C., De Blasio F.V., Scarascia-Mugnozza G. (2019). Sediment texture in rock avalanche deposits: insights from field and experimental observations. Landslides, 16, 1629-1643. doi: 10.1007/s10346-019-01210-x.
- Tortorici G., Romagnoli G., Grassi S. et al. (2019). Quaternary negative tectonic inversion along the Sibillini Mts. thrust zone: the Arquata del Tronto case history (Central Italy). Environ Earth Sci 78: 37. doi:10.1007/s12665-018-8021-2.
How to cite: Putignano, M. L., Di Luzio, E., Schilirò, L., Pietrosante, A., and Giano, S. I.: The Pretare-Piedilama rock block deposit: evidence of a further case of quaternary rock avalanche in Central Apennines, Italy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10606, https://doi.org/10.5194/egusphere-egu21-10606, 2021.
EGU21-9938 | vPICO presentations | NH3.9
Impact of Damage on Groundwater Flow Dynamics in a Compound RockslideSimon Loew, Clement Roques, Andrea Wolter, Kevin Schöngrundner, and Timon Blöchliger
The amount of internal deformation or damage created in a mature rockslide depends primarily on the basal rupture plane geometry and total amount of accumulated displacement. We present results from a 65 million m3 compound rockslide (Cerentino, Switzerland), which started to creep along a compound sliding surface about 5000 years ago. Investigations of the landslide body over the past 40 years include 8 deep boreholes, diverse monitoring systems, and geophysical as well as geomorphological investigations. The data set generated is unique and allows the quantitative linking of damage to hydrostratigraphy, groundwater recharge, and groundwater flow dynamics.
The long-term creep of this crystalline rock landslide body along a stepped and bowl-shaped main rupture surface has led to a total displacement of about 500 m. Damage of the landslide body has been studied in great detail using a high quality triple tube core drilled in 2017 through the landslide body and into the stable bedrock down to 228 m depth. Inclinometer and fiber optic displacement measurements along this borehole suggest that the main sliding surface is located at 107 m and that significant distributed deformation occurs in the coarse-grained blocky carapace of the over-steepened landslide toe. In addition, several secondary sliding surfaces could be detected down to a depth of up to 207 m.
The landslide mass is heavily damaged and consists of variably broken cataclastic rock down to 140 m depth with grain sizes dominated by cobbles, gravel, sand and silt. From 140 to 170 m depth we observe a fractured rock mass with thinner kakirite sections. Below 170 m the rock mass quality is good in terms of RQD (40-90) and fracture density. 20 samples from cataclastic layers have been analyzed in detail with respect to grain size distribution, water content, and mechanical properties. Combining grain size analyses with a heating test conducted after borehole completion, we derive a detailed hydrostratigraphic profile through the entire landslide mass.
Groundwater discharge monitored at the landslide suggests high recharge rates for an alpine catchment (772 mm per year on average, or 0.7 Mm3), and can be balanced if we consider that there are no significant regional contributions from surrounding systems. Groundwater storage-discharge relationships were quantified based on spring recession analysis and a simple rainfall-runoff model (GR4J) that was coupled with a Snow Accounting Routine (SAR). Results allowed estimation of bulk landslide properties which are typical for strongly damaged rock (porosity 1%, hydraulic conductivity of 1-4·10-6 m/s). A transient groundwater flow model was then developed to study the impact of the stratified (variably damaged) geometries on recharge, groundwater flow partitioning and pore pressure distribution. We could notably show the importance of state of saturation in the unsaturated zone to allow effective recharge and pore pressure increase at the main sliding surface, especially during snowmelt and summer/fall rainstorms. The pore pressure response to major recharge events ranges from one to 20 days; such variability in pressure diffusion in the vadose zone highlights the importance of the saturation history, typically known for soil slides.
How to cite: Loew, S., Roques, C., Wolter, A., Schöngrundner, K., and Blöchliger, T.: Impact of Damage on Groundwater Flow Dynamics in a Compound Rockslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9938, https://doi.org/10.5194/egusphere-egu21-9938, 2021.
The amount of internal deformation or damage created in a mature rockslide depends primarily on the basal rupture plane geometry and total amount of accumulated displacement. We present results from a 65 million m3 compound rockslide (Cerentino, Switzerland), which started to creep along a compound sliding surface about 5000 years ago. Investigations of the landslide body over the past 40 years include 8 deep boreholes, diverse monitoring systems, and geophysical as well as geomorphological investigations. The data set generated is unique and allows the quantitative linking of damage to hydrostratigraphy, groundwater recharge, and groundwater flow dynamics.
The long-term creep of this crystalline rock landslide body along a stepped and bowl-shaped main rupture surface has led to a total displacement of about 500 m. Damage of the landslide body has been studied in great detail using a high quality triple tube core drilled in 2017 through the landslide body and into the stable bedrock down to 228 m depth. Inclinometer and fiber optic displacement measurements along this borehole suggest that the main sliding surface is located at 107 m and that significant distributed deformation occurs in the coarse-grained blocky carapace of the over-steepened landslide toe. In addition, several secondary sliding surfaces could be detected down to a depth of up to 207 m.
The landslide mass is heavily damaged and consists of variably broken cataclastic rock down to 140 m depth with grain sizes dominated by cobbles, gravel, sand and silt. From 140 to 170 m depth we observe a fractured rock mass with thinner kakirite sections. Below 170 m the rock mass quality is good in terms of RQD (40-90) and fracture density. 20 samples from cataclastic layers have been analyzed in detail with respect to grain size distribution, water content, and mechanical properties. Combining grain size analyses with a heating test conducted after borehole completion, we derive a detailed hydrostratigraphic profile through the entire landslide mass.
Groundwater discharge monitored at the landslide suggests high recharge rates for an alpine catchment (772 mm per year on average, or 0.7 Mm3), and can be balanced if we consider that there are no significant regional contributions from surrounding systems. Groundwater storage-discharge relationships were quantified based on spring recession analysis and a simple rainfall-runoff model (GR4J) that was coupled with a Snow Accounting Routine (SAR). Results allowed estimation of bulk landslide properties which are typical for strongly damaged rock (porosity 1%, hydraulic conductivity of 1-4·10-6 m/s). A transient groundwater flow model was then developed to study the impact of the stratified (variably damaged) geometries on recharge, groundwater flow partitioning and pore pressure distribution. We could notably show the importance of state of saturation in the unsaturated zone to allow effective recharge and pore pressure increase at the main sliding surface, especially during snowmelt and summer/fall rainstorms. The pore pressure response to major recharge events ranges from one to 20 days; such variability in pressure diffusion in the vadose zone highlights the importance of the saturation history, typically known for soil slides.
How to cite: Loew, S., Roques, C., Wolter, A., Schöngrundner, K., and Blöchliger, T.: Impact of Damage on Groundwater Flow Dynamics in a Compound Rockslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9938, https://doi.org/10.5194/egusphere-egu21-9938, 2021.
EGU21-14242 | vPICO presentations | NH3.9
Oxidative weathering deterioration of black shale and its bedding shear failure modelingChunwei Sun, Marc-Henri Derron, Michel Jaboyedoff, and Xiyong Wu
This work investigated the oxidative weathering deterioration of black shale along a bedding slip zone and how it affects the bedding shear failure in the Xujiaping landslide, southern Sichuan Province in China. Many dissolved pits were found on the limestone, and part of the black shale in the slip zone is mud-like and clastic, showing local shear failure, which can be one of the main reasons of slope instabiliy. The microstructure of black shale under oxidative weathering condition was observed by scaning electron microscopy (SEM), characterized by dissolved pores, weathering crust (iron sulfate) of pyrite crystals, and the filling gypsum crystal in the bedding foliation. The deterioration mechanism was expanded: (i) rock-forming and carbonate minerals were especially prone to dissolution by sulfuric acid from black shale oxidation in the slip zone, and (ii) volume expansion due to the crystallization force of precipitated minerals caused further fracture expansion and deformation. Therefore, two theoretical models were developed that use stoichiometric calculations of pyrite and calcite to determine the dissolution rate and the rock structure after chemical weathering; and establish a rock structure model characterized by foliation weakening of gypsum crystallization. In order to analyze the landslide failure, discrete element method (DEM) is used to analyze the black shale shear failure mechanism of the two degradation models after oxidative weathering. It will be useful to better understand how these oxidative weathering deterioration contribute to bedding shear failure in natural hazards.
How to cite: Sun, C., Derron, M.-H., Jaboyedoff, M., and Wu, X.: Oxidative weathering deterioration of black shale and its bedding shear failure modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14242, https://doi.org/10.5194/egusphere-egu21-14242, 2021.
This work investigated the oxidative weathering deterioration of black shale along a bedding slip zone and how it affects the bedding shear failure in the Xujiaping landslide, southern Sichuan Province in China. Many dissolved pits were found on the limestone, and part of the black shale in the slip zone is mud-like and clastic, showing local shear failure, which can be one of the main reasons of slope instabiliy. The microstructure of black shale under oxidative weathering condition was observed by scaning electron microscopy (SEM), characterized by dissolved pores, weathering crust (iron sulfate) of pyrite crystals, and the filling gypsum crystal in the bedding foliation. The deterioration mechanism was expanded: (i) rock-forming and carbonate minerals were especially prone to dissolution by sulfuric acid from black shale oxidation in the slip zone, and (ii) volume expansion due to the crystallization force of precipitated minerals caused further fracture expansion and deformation. Therefore, two theoretical models were developed that use stoichiometric calculations of pyrite and calcite to determine the dissolution rate and the rock structure after chemical weathering; and establish a rock structure model characterized by foliation weakening of gypsum crystallization. In order to analyze the landslide failure, discrete element method (DEM) is used to analyze the black shale shear failure mechanism of the two degradation models after oxidative weathering. It will be useful to better understand how these oxidative weathering deterioration contribute to bedding shear failure in natural hazards.
How to cite: Sun, C., Derron, M.-H., Jaboyedoff, M., and Wu, X.: Oxidative weathering deterioration of black shale and its bedding shear failure modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14242, https://doi.org/10.5194/egusphere-egu21-14242, 2021.
EGU21-9788 | vPICO presentations | NH3.9
Comparing slope stability analysis using limit equilibrium and finite elements simulations of deep-seated landslides along the western margin of the Main Ethiopian RiftTesfay Kiros Mebrahtu, Thomas Heinze, and Stefan Wohnlich
Landslides and ground failures are among the common geo-environmental hazards in many of the tectonically active hilly and mountainous terrains of Ethiopia, such as in the western margin of the Main Ethiopian Rift in Debre Sina area. Besides the geological preconditioning, bi-modal monsoon and seismic events in the tectonically highly active region are usually suspected triggers. In order to minimize the damage caused by the slope failure events, a detailed investigation of landslide-prone areas using numerical modelling plays a crucial role. The aim of this study is to assess the stability of slopes, to understand the relevant failure mechanisms, and to evaluate and compare safety factors calculated by the different available numerical methods. The stability was assessed for slopes of complex geometry and heterogeneous material using the limit equilibrium method and the shear strength reduction method based on finite elements. Furthermore, numerical analysis was done under static and pseudo-static loading using the horizontal seismic coefficient to model their stability during a seismic event. The slope stability analysis indicates that the studied slopes are unstable, and any small scale disturbance will further reduce the factor of safety and probably causing failure. The critical strength reduction factors from the finite element method are significantly lower than the factor of safety from the limit equilibrium method in all studied scenarios, such as Bishop, Janbu Simplified, Spencer and Morgenstern-Price. The difference is especially evident for heterogeneous slopes with joints, which often are initiation points for the failure planes. The simulations show that slope stability of landslide prone hills in the study area strongly depends on the saturation conditions and the seismic load. The studied slopes are initially close to failure and increased pore-pressure or seismic load are very likely triggers.
How to cite: Mebrahtu, T. K., Heinze, T., and Wohnlich, S.: Comparing slope stability analysis using limit equilibrium and finite elements simulations of deep-seated landslides along the western margin of the Main Ethiopian Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9788, https://doi.org/10.5194/egusphere-egu21-9788, 2021.
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Landslides and ground failures are among the common geo-environmental hazards in many of the tectonically active hilly and mountainous terrains of Ethiopia, such as in the western margin of the Main Ethiopian Rift in Debre Sina area. Besides the geological preconditioning, bi-modal monsoon and seismic events in the tectonically highly active region are usually suspected triggers. In order to minimize the damage caused by the slope failure events, a detailed investigation of landslide-prone areas using numerical modelling plays a crucial role. The aim of this study is to assess the stability of slopes, to understand the relevant failure mechanisms, and to evaluate and compare safety factors calculated by the different available numerical methods. The stability was assessed for slopes of complex geometry and heterogeneous material using the limit equilibrium method and the shear strength reduction method based on finite elements. Furthermore, numerical analysis was done under static and pseudo-static loading using the horizontal seismic coefficient to model their stability during a seismic event. The slope stability analysis indicates that the studied slopes are unstable, and any small scale disturbance will further reduce the factor of safety and probably causing failure. The critical strength reduction factors from the finite element method are significantly lower than the factor of safety from the limit equilibrium method in all studied scenarios, such as Bishop, Janbu Simplified, Spencer and Morgenstern-Price. The difference is especially evident for heterogeneous slopes with joints, which often are initiation points for the failure planes. The simulations show that slope stability of landslide prone hills in the study area strongly depends on the saturation conditions and the seismic load. The studied slopes are initially close to failure and increased pore-pressure or seismic load are very likely triggers.
How to cite: Mebrahtu, T. K., Heinze, T., and Wohnlich, S.: Comparing slope stability analysis using limit equilibrium and finite elements simulations of deep-seated landslides along the western margin of the Main Ethiopian Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9788, https://doi.org/10.5194/egusphere-egu21-9788, 2021.
EGU21-16043 | vPICO presentations | NH3.9
Hydraulic properties calibration by high resolution monitoring data and 1D to 3D groundwater flow modeling of the Carozzo LandslideAlberto Previati, Giuseppe Dattola, Gabriele Frigerio, Flavio Capozucca, and Giovanni B. Crosta
A reliable modeling of a landslide activation and reactivation requires a representative geological and engineering geological characterization of the affected materials. Beyond the material strength, landslide reactivation is sensitive to groundwater pressure distributions, that are generated by some external perturbation (recharge) and by the hydraulic properties of the materials. Drainage stabilization works generally involve drilling of a large number of drains and, therefore, minimize the total length is of primary concern to reduce the costs.
Aim of this work was the calibration of material properties for the optimization of drainage elements to be built for the slope stabilization and the construction of a shallow tunnel crossing a landslide. The case study is represented by the 4.0 · 105 m3 Carozzo landslide (La Spezia, Liguria, Italy) which affects some marly and sandstone formation. During the tunnel excavation a monitoring network consisting of five DMS columns for displacements and piezometric head multilevel measurements was installed. The monitoring provided a series of piezometric head recession curves following some recharge events. The series of data generated in response of a unique perturbation (rainfall recharge event) were chosen to calibrate the material properties through a multi-step approach, starting from a 1D model and progressively approaching a complete 3D model.
The 1D simplified approach applies the solution by Troch et al. (2003) that considers a homogeneous landslide material, with constant slope and a progressive change in the slope width. In this model a storage function considers the amount of water stored in a slope section. By imposing the continuity equation and the Darcy law a second order of partial differential equation is solved by integration in space and time. By taking the initial conditions from piezometric measurements and assuming a constant rainfall recharge, the piezometric level and the outflow rate were computed and compared with the local piezometric level time history, by changing the hydraulic conductivity and the storage function value.
Successively, a groundwater flow FEM numerical model (in 2D and 3D) was developed considering the landslide geometry and internal zonation, including the presence of the excavated part of the tunnel. The model domain was divided into sub-zones according to the available geological surveys to account for internal variations of the material properties. The steady-state simulation of the water flow allowed to estimate the equivalent hydrogeological parameters of each subdomain. The hydraulic head distribution obtained under steady-state conditions was used as initial condition for the transient-state simulation. The recharge from precipitation was also included in the water balance by means of daily rainfall time-series. Finally, the model parameters were calibrated in transient state by comparing measured data and simulated results.
The minimum error between simulated and measured piezometric heads under transient conditions was obtained through the 3D configuration. Calibrated hydraulic conductivities in the 3D solution are up to an order of magnitude lower than the 1D solution because of the homogenous assumption of the model. The internal zonation of the landslide body and the modeling of a low-conductivity shear zone were essential to explain the pressure differences inside the body.
How to cite: Previati, A., Dattola, G., Frigerio, G., Capozucca, F., and Crosta, G. B.: Hydraulic properties calibration by high resolution monitoring data and 1D to 3D groundwater flow modeling of the Carozzo Landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16043, https://doi.org/10.5194/egusphere-egu21-16043, 2021.
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A reliable modeling of a landslide activation and reactivation requires a representative geological and engineering geological characterization of the affected materials. Beyond the material strength, landslide reactivation is sensitive to groundwater pressure distributions, that are generated by some external perturbation (recharge) and by the hydraulic properties of the materials. Drainage stabilization works generally involve drilling of a large number of drains and, therefore, minimize the total length is of primary concern to reduce the costs.
Aim of this work was the calibration of material properties for the optimization of drainage elements to be built for the slope stabilization and the construction of a shallow tunnel crossing a landslide. The case study is represented by the 4.0 · 105 m3 Carozzo landslide (La Spezia, Liguria, Italy) which affects some marly and sandstone formation. During the tunnel excavation a monitoring network consisting of five DMS columns for displacements and piezometric head multilevel measurements was installed. The monitoring provided a series of piezometric head recession curves following some recharge events. The series of data generated in response of a unique perturbation (rainfall recharge event) were chosen to calibrate the material properties through a multi-step approach, starting from a 1D model and progressively approaching a complete 3D model.
The 1D simplified approach applies the solution by Troch et al. (2003) that considers a homogeneous landslide material, with constant slope and a progressive change in the slope width. In this model a storage function considers the amount of water stored in a slope section. By imposing the continuity equation and the Darcy law a second order of partial differential equation is solved by integration in space and time. By taking the initial conditions from piezometric measurements and assuming a constant rainfall recharge, the piezometric level and the outflow rate were computed and compared with the local piezometric level time history, by changing the hydraulic conductivity and the storage function value.
Successively, a groundwater flow FEM numerical model (in 2D and 3D) was developed considering the landslide geometry and internal zonation, including the presence of the excavated part of the tunnel. The model domain was divided into sub-zones according to the available geological surveys to account for internal variations of the material properties. The steady-state simulation of the water flow allowed to estimate the equivalent hydrogeological parameters of each subdomain. The hydraulic head distribution obtained under steady-state conditions was used as initial condition for the transient-state simulation. The recharge from precipitation was also included in the water balance by means of daily rainfall time-series. Finally, the model parameters were calibrated in transient state by comparing measured data and simulated results.
The minimum error between simulated and measured piezometric heads under transient conditions was obtained through the 3D configuration. Calibrated hydraulic conductivities in the 3D solution are up to an order of magnitude lower than the 1D solution because of the homogenous assumption of the model. The internal zonation of the landslide body and the modeling of a low-conductivity shear zone were essential to explain the pressure differences inside the body.
How to cite: Previati, A., Dattola, G., Frigerio, G., Capozucca, F., and Crosta, G. B.: Hydraulic properties calibration by high resolution monitoring data and 1D to 3D groundwater flow modeling of the Carozzo Landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16043, https://doi.org/10.5194/egusphere-egu21-16043, 2021.
EGU21-12658 | vPICO presentations | NH3.9
Atmospheric pressure compared to rainfall as landslide triggering factors along a hillslopeLucas Pelascini, Philippe Steer, and Laurent Longuevergne
Landslides are one of the sources of natural hazards that cause damages and losses but also shapes the landscape. A better understanding the factors triggering or pre-conditioning landslide occurrence is therefore critical for risk assessment, with implications for hillslope erosion and landscape dynamics Triggering of catastrophic landslides is generally associated with events such as earthquakes or intense rainfalls. In Taiwan, a minimum of 22,705 landslides were reported during the typhoon Morakot in 2009 (Lin et al., 2011). Landslides triggered during storms are generally associated to the intensity and cumulated amount of rainfall, as water infiltration destabilize slopes (Iverson, 2000). However, a correlation has also been reported between slope stability and the change in atmospheric pressure (Schulz, 2009). Indeed, a change in air-pressure can lead in a readjustment in pore pressure, and cause fluid movements normal to the surface. The aim of this study is to characterize the effect of atmospheric pressure changes and define its specific contribution on slope stability when combined with rainfall
A 2-dimensional analytical model has been developed based on diffusion equations to describe the destabilization induced by water infiltration and atmospheric pressure changes induced by typhoons. As both mechanisms are function of pore pressure, and especially groundwater pore pressure, the water table within a finite-length hillslope is modelled using Townley’s (1995) analytical expression of water flow in a unconfined aquifer. The hillslope itself is a simple tilted half-space with a water divide at the top and a river at the toe forcing the water table to the surface. Slope stability is inferred through a safety factor computed using the coulomb criterion. Both rainfall infiltration and air pressure modify pore pressure through a diffusion process. While rainfall increases water table height and induce large increases in pore pressure within days or hours, , we show that atmospheric-induced pore pressure change is instantaneous and can occur even if the hillslope is fully saturated.
The model allows to separate the hillslope response into two regimes, upslope or downslope, where the destabilization is mainly linked to rainfall or to atmospheric pressure change, respectively. Our results suggest that landslide occurring during storms in the downstream part of the hillslope are likely candidate for being triggered by atmospheric pressure change, in particular if the storm occurs with a humid initial condition. We show that the effect of atmospheric pressure changes is not negligible. On contrary, it is crucial to define the amplitude, timing and geometry of the hillslope instability, especially when combined to rainfall.
How to cite: Pelascini, L., Steer, P., and Longuevergne, L.: Atmospheric pressure compared to rainfall as landslide triggering factors along a hillslope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12658, https://doi.org/10.5194/egusphere-egu21-12658, 2021.
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Landslides are one of the sources of natural hazards that cause damages and losses but also shapes the landscape. A better understanding the factors triggering or pre-conditioning landslide occurrence is therefore critical for risk assessment, with implications for hillslope erosion and landscape dynamics Triggering of catastrophic landslides is generally associated with events such as earthquakes or intense rainfalls. In Taiwan, a minimum of 22,705 landslides were reported during the typhoon Morakot in 2009 (Lin et al., 2011). Landslides triggered during storms are generally associated to the intensity and cumulated amount of rainfall, as water infiltration destabilize slopes (Iverson, 2000). However, a correlation has also been reported between slope stability and the change in atmospheric pressure (Schulz, 2009). Indeed, a change in air-pressure can lead in a readjustment in pore pressure, and cause fluid movements normal to the surface. The aim of this study is to characterize the effect of atmospheric pressure changes and define its specific contribution on slope stability when combined with rainfall
A 2-dimensional analytical model has been developed based on diffusion equations to describe the destabilization induced by water infiltration and atmospheric pressure changes induced by typhoons. As both mechanisms are function of pore pressure, and especially groundwater pore pressure, the water table within a finite-length hillslope is modelled using Townley’s (1995) analytical expression of water flow in a unconfined aquifer. The hillslope itself is a simple tilted half-space with a water divide at the top and a river at the toe forcing the water table to the surface. Slope stability is inferred through a safety factor computed using the coulomb criterion. Both rainfall infiltration and air pressure modify pore pressure through a diffusion process. While rainfall increases water table height and induce large increases in pore pressure within days or hours, , we show that atmospheric-induced pore pressure change is instantaneous and can occur even if the hillslope is fully saturated.
The model allows to separate the hillslope response into two regimes, upslope or downslope, where the destabilization is mainly linked to rainfall or to atmospheric pressure change, respectively. Our results suggest that landslide occurring during storms in the downstream part of the hillslope are likely candidate for being triggered by atmospheric pressure change, in particular if the storm occurs with a humid initial condition. We show that the effect of atmospheric pressure changes is not negligible. On contrary, it is crucial to define the amplitude, timing and geometry of the hillslope instability, especially when combined to rainfall.
How to cite: Pelascini, L., Steer, P., and Longuevergne, L.: Atmospheric pressure compared to rainfall as landslide triggering factors along a hillslope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12658, https://doi.org/10.5194/egusphere-egu21-12658, 2021.
EGU21-9549 | vPICO presentations | NH3.9
The role of sedimentology in the mobility of debris avalanches: Evidence from their deposits and granular flow experimentsSymeon Makris, Irene Manzella, Paul Cole, and Matteo Roverato
Debris avalanches and lahars are among the most destructive and hazardous mass flows in volcanic environments making them important to understand from a hazard assessment perspective. Sedimentological characteristics of their deposits are important for assessing their propagation and emplacement mechanisms. Here, we compare the sedimentology of nine volcanic debris avalanches and eight lahars, by the descriptive statistics: median grain size, sand, gravel and finer particle proportion, skewness, and sorting.
Results suggest that lahars and debris avalanches diverge in their grain size distribution evolution during propagation, even when sourced from the same material. Increasing bimodality, evolution to negative skewness, with decreasing sediment size, accompanied by very poor sorting suggest comminution of particles due to particle-particle interactions in debris avalanches. Instead, preferential deposition of the coarsest particles and improved sorting suggest that the decrease in grain size of lahars is the result of debulking. The divergence is mainly caused by the high water content in lahars, which introduce different processes during propagation. This suggests, in agreement with previous studies, that debris avalanches can be considered as dense granular flows where the effect of inertial collisions of solid fragments are more important than fluid effects.
Present findings and previous sedimentological studies suggest that both volcanic and non-volcanic debris avalanches exhibit bimodal grain-size distributions, at least locally, in areas of high shear accommodation. Following these results, an experimental campaign has been carried out to test the effect of bimodality on the propagation of granular flows. These experiments are flows of bidisperse granular material on an initial inclined plane, with a horizontal accumulation surface at the bottom. Findings confirm that the bimodality of the grain size distribution generates a more efficient shearing arrangement, which can increase the mobility of granular flows in the same way recorded in debris avalanche deposits.
How to cite: Makris, S., Manzella, I., Cole, P., and Roverato, M.: The role of sedimentology in the mobility of debris avalanches: Evidence from their deposits and granular flow experiments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9549, https://doi.org/10.5194/egusphere-egu21-9549, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Debris avalanches and lahars are among the most destructive and hazardous mass flows in volcanic environments making them important to understand from a hazard assessment perspective. Sedimentological characteristics of their deposits are important for assessing their propagation and emplacement mechanisms. Here, we compare the sedimentology of nine volcanic debris avalanches and eight lahars, by the descriptive statistics: median grain size, sand, gravel and finer particle proportion, skewness, and sorting.
Results suggest that lahars and debris avalanches diverge in their grain size distribution evolution during propagation, even when sourced from the same material. Increasing bimodality, evolution to negative skewness, with decreasing sediment size, accompanied by very poor sorting suggest comminution of particles due to particle-particle interactions in debris avalanches. Instead, preferential deposition of the coarsest particles and improved sorting suggest that the decrease in grain size of lahars is the result of debulking. The divergence is mainly caused by the high water content in lahars, which introduce different processes during propagation. This suggests, in agreement with previous studies, that debris avalanches can be considered as dense granular flows where the effect of inertial collisions of solid fragments are more important than fluid effects.
Present findings and previous sedimentological studies suggest that both volcanic and non-volcanic debris avalanches exhibit bimodal grain-size distributions, at least locally, in areas of high shear accommodation. Following these results, an experimental campaign has been carried out to test the effect of bimodality on the propagation of granular flows. These experiments are flows of bidisperse granular material on an initial inclined plane, with a horizontal accumulation surface at the bottom. Findings confirm that the bimodality of the grain size distribution generates a more efficient shearing arrangement, which can increase the mobility of granular flows in the same way recorded in debris avalanche deposits.
How to cite: Makris, S., Manzella, I., Cole, P., and Roverato, M.: The role of sedimentology in the mobility of debris avalanches: Evidence from their deposits and granular flow experiments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9549, https://doi.org/10.5194/egusphere-egu21-9549, 2021.
EGU21-13580 | vPICO presentations | NH3.9
10Be dating reveal a one-million-years records of landslide activities in the Central Western AndesFabrizio Delgado, Swann Zerathe, Stephane Schwartz, Carlos Benavente, Xavier Robert, Krzysztof Gaidzik, Julien Carcaillet, and Aster Team
The western flank of the Central Andes shows a high concentration of giant landslides (Strasser and Schlunegger, 2005; Audin & Bechir 2006; Pinto et al., 2008; Matther et al., 2014; Crosta et al., 2014, Margirier et al., 2015; Zerathe et al., 2017; Delgado et al., 2020) related to specific characteristics such as a strong local relief (canyons, structural-flexures, etc.), strong and recurrent seismo-tectonic activities, and atypical climate combining long-term hyper-aridity and punctual extreme precipitation events. In this context, ongoing studies inventorying more than one-thousand giant paleo-landslides in this region underline their spatial clustering that is controlled by coupled conditioning factors including high topographical gradients and specific lithology (Delgado et al., 2020).
The purpose of this study is to constrain now the kinematics of landsliding and ultimately to get time-frequency law of the gravitational slope destabilizations of this Andean region. For this, we focus on the Locumba valley (south Peru) where more than 30 giant landslides are clustered and distributed in two main typologies (rockslide and rock-avalanche). We applied cosmogenic nuclide dating to 8 paleo-landslides, sampling 52 boulders. We used alternatively 10Be/quartz or 10Be/feldspar depending on the available lithology.
Our dataset opens an unprecedented opportunity for paleolandslides studies and reconstructions. Indeed, the exposure-ages obtained range from the Holocene to the Pleistocene, the oldest ages reaching one-million years. This new temporal-scale allows to address and discuss triggering processes in the context of seismo-tectonic activities and Quaternary climate changes. Exposure-ages distribution shows several time-frequency peaks suggesting that gravitational destabilizations are episodic phenomena with time recurrence on the range of ~100 ka. Additionally, our time-constraints indicate that most of the current landscapes along this Western Andean flank are older than one-million years. Especially, fluvial incision and valley deepening processes are currently very low as testified by relicts of landslide dams and associated lacustrine sediments of hundred’s thousand years old that are preserved along the main canyons and still not fully re-incised.
How to cite: Delgado, F., Zerathe, S., Schwartz, S., Benavente, C., Robert, X., Gaidzik, K., Carcaillet, J., and Team, A.: 10Be dating reveal a one-million-years records of landslide activities in the Central Western Andes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13580, https://doi.org/10.5194/egusphere-egu21-13580, 2021.
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The western flank of the Central Andes shows a high concentration of giant landslides (Strasser and Schlunegger, 2005; Audin & Bechir 2006; Pinto et al., 2008; Matther et al., 2014; Crosta et al., 2014, Margirier et al., 2015; Zerathe et al., 2017; Delgado et al., 2020) related to specific characteristics such as a strong local relief (canyons, structural-flexures, etc.), strong and recurrent seismo-tectonic activities, and atypical climate combining long-term hyper-aridity and punctual extreme precipitation events. In this context, ongoing studies inventorying more than one-thousand giant paleo-landslides in this region underline their spatial clustering that is controlled by coupled conditioning factors including high topographical gradients and specific lithology (Delgado et al., 2020).
The purpose of this study is to constrain now the kinematics of landsliding and ultimately to get time-frequency law of the gravitational slope destabilizations of this Andean region. For this, we focus on the Locumba valley (south Peru) where more than 30 giant landslides are clustered and distributed in two main typologies (rockslide and rock-avalanche). We applied cosmogenic nuclide dating to 8 paleo-landslides, sampling 52 boulders. We used alternatively 10Be/quartz or 10Be/feldspar depending on the available lithology.
Our dataset opens an unprecedented opportunity for paleolandslides studies and reconstructions. Indeed, the exposure-ages obtained range from the Holocene to the Pleistocene, the oldest ages reaching one-million years. This new temporal-scale allows to address and discuss triggering processes in the context of seismo-tectonic activities and Quaternary climate changes. Exposure-ages distribution shows several time-frequency peaks suggesting that gravitational destabilizations are episodic phenomena with time recurrence on the range of ~100 ka. Additionally, our time-constraints indicate that most of the current landscapes along this Western Andean flank are older than one-million years. Especially, fluvial incision and valley deepening processes are currently very low as testified by relicts of landslide dams and associated lacustrine sediments of hundred’s thousand years old that are preserved along the main canyons and still not fully re-incised.
How to cite: Delgado, F., Zerathe, S., Schwartz, S., Benavente, C., Robert, X., Gaidzik, K., Carcaillet, J., and Team, A.: 10Be dating reveal a one-million-years records of landslide activities in the Central Western Andes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13580, https://doi.org/10.5194/egusphere-egu21-13580, 2021.
EGU21-11994 | vPICO presentations | NH3.9
Long and short time evolution of deep seated gravitational slope deformation int the Queyras massif / south east FranceClément Boivin, Jean Philippe Malet, Catherine Bertrand, Yannick Thiery, Fréderic Lacquement, and Jérome van der Woerd
Deep Seated Gravitational Slope Deformation (DSGSD) is defined as a set of rock mass characterized by a very slow movement (mm.yr-1) affecting large portions of slopes of a mountain range. These typical slope instabilities must not be neglected and need to be better identified and characterized to anticipate related hazard (e.g. landslides). Characterize them requires first of all to locate them as for example recently the inventories carried out for the European Alps or in France. These specific processes, which can lead to hazard and disasters (e.g. La Clapière landslides), should not be neglected and need to be better identified and characterized to anticipate related hazard). Documenting the DSGSDs requires first of all to locate them as for example the recently published inventories initiated for the European Alps and France. These studies initiated approaches aiming at defining the factors controlling their evolution in time and space.
The research developed in this study targets a better understanding the short- (<100 yrs) and long-term (> 100 yrs) evolution of DSGSDs developed in the sedimentary rocks of the Queyras Massif (South-East French Alps). The main objective is to propose models of DSGSDs evolution with key interpretations of future developments to locate possible new landslide prone areas. The Queyras Massif was chosen because it represents an under-studied area of DSGSDs. The massif is characterized by Cenozoic marine sedimentary rocks accreted and metamorphized by the Alpine orogen. The massif is characterized by a regional schistosity plunging to the West and complex and active fault networks mark the landscape (Tricart et al., 2004). The highest summits reach an altitude of 2500m a.s.l. and are separated by deep valleys incised by the Riss and Würm glaciers and currently by torrential streams.
The method is based on a geomorphological analysis of the landscape and landforms, field observations and image interpretation of remote sensing data. Results allow locating the DSGSD, estimating their degree of activity, and characterizing their structure. Several dating methods (14C, 10Be or 36Cl) complete the interpretations in order to reconstruct the history of the slopes and understand the factors that control their evolution.
At the scale of the massif, the DSGSDs were first identified using the approach proposed by Blondeau (2018). Visual remote sensing revealed the occurrence of thirty DSGSDs. These slopes were detected as they associate six common features commonly observed in DSGSDs. Eight DSGSDs were selected in order to investigate at the local scale their geomorphology, geology and hydrogeology and reconstruct their historical (millennial) and recent (last 50 years) evolution from dating methods and field observations. Through this multidisciplinary approach, present the observed bedrock and gravitational structural features and determine the predisposing factors of the formation of DSGSD. The research is part of the Program “Référentiel Géologique de la France / RGF – Chantier Alpes” which targets to update the geological knowledge of the Alpine basement, surficial formations and associated hazards in three dimensions and in digital format.
How to cite: Boivin, C., Malet, J. P., Bertrand, C., Thiery, Y., Lacquement, F., and van der Woerd, J.: Long and short time evolution of deep seated gravitational slope deformation int the Queyras massif / south east France, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11994, https://doi.org/10.5194/egusphere-egu21-11994, 2021.
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Deep Seated Gravitational Slope Deformation (DSGSD) is defined as a set of rock mass characterized by a very slow movement (mm.yr-1) affecting large portions of slopes of a mountain range. These typical slope instabilities must not be neglected and need to be better identified and characterized to anticipate related hazard (e.g. landslides). Characterize them requires first of all to locate them as for example recently the inventories carried out for the European Alps or in France. These specific processes, which can lead to hazard and disasters (e.g. La Clapière landslides), should not be neglected and need to be better identified and characterized to anticipate related hazard). Documenting the DSGSDs requires first of all to locate them as for example the recently published inventories initiated for the European Alps and France. These studies initiated approaches aiming at defining the factors controlling their evolution in time and space.
The research developed in this study targets a better understanding the short- (<100 yrs) and long-term (> 100 yrs) evolution of DSGSDs developed in the sedimentary rocks of the Queyras Massif (South-East French Alps). The main objective is to propose models of DSGSDs evolution with key interpretations of future developments to locate possible new landslide prone areas. The Queyras Massif was chosen because it represents an under-studied area of DSGSDs. The massif is characterized by Cenozoic marine sedimentary rocks accreted and metamorphized by the Alpine orogen. The massif is characterized by a regional schistosity plunging to the West and complex and active fault networks mark the landscape (Tricart et al., 2004). The highest summits reach an altitude of 2500m a.s.l. and are separated by deep valleys incised by the Riss and Würm glaciers and currently by torrential streams.
The method is based on a geomorphological analysis of the landscape and landforms, field observations and image interpretation of remote sensing data. Results allow locating the DSGSD, estimating their degree of activity, and characterizing their structure. Several dating methods (14C, 10Be or 36Cl) complete the interpretations in order to reconstruct the history of the slopes and understand the factors that control their evolution.
At the scale of the massif, the DSGSDs were first identified using the approach proposed by Blondeau (2018). Visual remote sensing revealed the occurrence of thirty DSGSDs. These slopes were detected as they associate six common features commonly observed in DSGSDs. Eight DSGSDs were selected in order to investigate at the local scale their geomorphology, geology and hydrogeology and reconstruct their historical (millennial) and recent (last 50 years) evolution from dating methods and field observations. Through this multidisciplinary approach, present the observed bedrock and gravitational structural features and determine the predisposing factors of the formation of DSGSD. The research is part of the Program “Référentiel Géologique de la France / RGF – Chantier Alpes” which targets to update the geological knowledge of the Alpine basement, surficial formations and associated hazards in three dimensions and in digital format.
How to cite: Boivin, C., Malet, J. P., Bertrand, C., Thiery, Y., Lacquement, F., and van der Woerd, J.: Long and short time evolution of deep seated gravitational slope deformation int the Queyras massif / south east France, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11994, https://doi.org/10.5194/egusphere-egu21-11994, 2021.
NH3.11 – Multi-Hazards and Mass Flow Mechanics in Mountain Settings
EGU21-7123 | vPICO presentations | NH3.11
Reconstructing post-earthquake sediment cascades in mountain landscapes from the sedimentary recordJamie Howarth, Sean Fitzsimons, Robert Hilton, Adelaine Moody, Thomas Croissant, Jin Wang, Alex Densmore, and Erin McClymont
Strong ground motions from major earthquakes trigger tens of thousands of landslides in mountain landscapes initiating a sediment cascade that ultimately elevates sediment and carbon fluxes in rivers. The magnitude and duration of the fluvial response to earthquake-induced landsliding is relevant for quantifying post-earthquake hazard, landscape evolution and carbon cycling but remains poorly constrained in many mountain settings because post-earthquake sediment cascades are rarely captured by instrumental data series. The sedimentary record may provide a valuable archive of the landscape response to earthquakes in the absence of instrumental data but requires the signature of post-earthquake sediment cascades to be reliably identified and quantified. Here we use sedimentary archives of lakes adjacent to the Southern Alps, New Zealand to reconstruct earthquake-induced erosion in response to great earthquakes on the range bounding Alpine Fault; the timing, location and magnitude of which have been well constrained by independent paleoseismic data. High-resolution chronology combined with volumetric reconstructions of lacustrine sedimentary fills based on a dense network of sediment cores from two lakes fed by range front catchments allow sediment and carbon fluxes to be quantified over millennial timescales. The volumetric reconstructions show earthquake-induced landsliding increased suspended sediment and organic carbon (OC) transfers from the mountain belt by more than an order of magnitude immediately after each earthquake. While elevated fluxes persisted for decades, the majority of sediment and OC was exported within the first five to ten years after each large earthquake. In total, the last four Mw>8 earthquakes on the Alpine Fault have driven sediment and OCtransfers that equate to ~40% of the total flux over the last millennium. Further, biomarkers encoded in the OC allow the location and depth of earthquake-triggered landslides to be reconstructed. The Southern Alps case study demonstrates that post-earthquake sediment cascades in mountain catchments are reliably recorded in the sedimentary record. These records provide unprecedented insights into post-earthquake hazard in settings where major earthquakes have not occurred during the period of instrumental observation.
How to cite: Howarth, J., Fitzsimons, S., Hilton, R., Moody, A., Croissant, T., Wang, J., Densmore, A., and McClymont, E.: Reconstructing post-earthquake sediment cascades in mountain landscapes from the sedimentary record, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7123, https://doi.org/10.5194/egusphere-egu21-7123, 2021.
Strong ground motions from major earthquakes trigger tens of thousands of landslides in mountain landscapes initiating a sediment cascade that ultimately elevates sediment and carbon fluxes in rivers. The magnitude and duration of the fluvial response to earthquake-induced landsliding is relevant for quantifying post-earthquake hazard, landscape evolution and carbon cycling but remains poorly constrained in many mountain settings because post-earthquake sediment cascades are rarely captured by instrumental data series. The sedimentary record may provide a valuable archive of the landscape response to earthquakes in the absence of instrumental data but requires the signature of post-earthquake sediment cascades to be reliably identified and quantified. Here we use sedimentary archives of lakes adjacent to the Southern Alps, New Zealand to reconstruct earthquake-induced erosion in response to great earthquakes on the range bounding Alpine Fault; the timing, location and magnitude of which have been well constrained by independent paleoseismic data. High-resolution chronology combined with volumetric reconstructions of lacustrine sedimentary fills based on a dense network of sediment cores from two lakes fed by range front catchments allow sediment and carbon fluxes to be quantified over millennial timescales. The volumetric reconstructions show earthquake-induced landsliding increased suspended sediment and organic carbon (OC) transfers from the mountain belt by more than an order of magnitude immediately after each earthquake. While elevated fluxes persisted for decades, the majority of sediment and OC was exported within the first five to ten years after each large earthquake. In total, the last four Mw>8 earthquakes on the Alpine Fault have driven sediment and OCtransfers that equate to ~40% of the total flux over the last millennium. Further, biomarkers encoded in the OC allow the location and depth of earthquake-triggered landslides to be reconstructed. The Southern Alps case study demonstrates that post-earthquake sediment cascades in mountain catchments are reliably recorded in the sedimentary record. These records provide unprecedented insights into post-earthquake hazard in settings where major earthquakes have not occurred during the period of instrumental observation.
How to cite: Howarth, J., Fitzsimons, S., Hilton, R., Moody, A., Croissant, T., Wang, J., Densmore, A., and McClymont, E.: Reconstructing post-earthquake sediment cascades in mountain landscapes from the sedimentary record, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7123, https://doi.org/10.5194/egusphere-egu21-7123, 2021.
EGU21-13019 | vPICO presentations | NH3.11
Reconstruction constraints on the Estero Parraguirre ice-rock avalanche in 1987, Central Andes of Chile: New insights from remote sensing and numerical modeling.Thomas Bruckner, David Farías-Barahona, Johannes Fürst, Martin Mergili, Sergio Sepulveda, Humberto Pena, Gino Casassa, and Matthias Braun
On 29th of November of 1987, a large ice-rock avalanche occurred in a permafrost area of the central Andes of Chile. This event has been considered one of the most destructive events in that area in the last decades. The ice-rock avalanche initiated at an elevation of 4350 m, above the Estero Parraguirre. Due to the large amounts of ice and snow and the high potential energy, this avalanche developed into a debris flow propagating down the valley, reaching a travel distance of approx. 57 km after 2 hours. On the way, many people lost their lives, and two hydroelectric power plants were destroyed. The avalanche was likely triggered by warm temperature anomalies and snow build-up at high elevation linked to the concurrent and strong El Nino event in 1987.
In this study, we use old topographic maps and aerial photographs, acquired just a few days after the event, and satellite imagery to constrain the trigger volume and to accurately compute the general mass displacement. A physically-based multi-phase mass flow model is employed to retrace the dynamics and characteristics of this debris-flow event. Previous studies suggested a trigger volume of about 6 x 106 m3. After entrainment along the flow path, the debris flow reached a total volume of 15 x 106 m3. First results of our study suggest that the trigger volume was significantly larger than previously thought. The next step is to shed light on possible entrainment scenarios, which will be constrained by and assessed against the observed elevation changes/mass displacement.
The reconstruction of this event is crucial to better assess future events and thus to develop successful mitigation strategies.
How to cite: Bruckner, T., Farías-Barahona, D., Fürst, J., Mergili, M., Sepulveda, S., Pena, H., Casassa, G., and Braun, M.: Reconstruction constraints on the Estero Parraguirre ice-rock avalanche in 1987, Central Andes of Chile: New insights from remote sensing and numerical modeling. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13019, https://doi.org/10.5194/egusphere-egu21-13019, 2021.
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On 29th of November of 1987, a large ice-rock avalanche occurred in a permafrost area of the central Andes of Chile. This event has been considered one of the most destructive events in that area in the last decades. The ice-rock avalanche initiated at an elevation of 4350 m, above the Estero Parraguirre. Due to the large amounts of ice and snow and the high potential energy, this avalanche developed into a debris flow propagating down the valley, reaching a travel distance of approx. 57 km after 2 hours. On the way, many people lost their lives, and two hydroelectric power plants were destroyed. The avalanche was likely triggered by warm temperature anomalies and snow build-up at high elevation linked to the concurrent and strong El Nino event in 1987.
In this study, we use old topographic maps and aerial photographs, acquired just a few days after the event, and satellite imagery to constrain the trigger volume and to accurately compute the general mass displacement. A physically-based multi-phase mass flow model is employed to retrace the dynamics and characteristics of this debris-flow event. Previous studies suggested a trigger volume of about 6 x 106 m3. After entrainment along the flow path, the debris flow reached a total volume of 15 x 106 m3. First results of our study suggest that the trigger volume was significantly larger than previously thought. The next step is to shed light on possible entrainment scenarios, which will be constrained by and assessed against the observed elevation changes/mass displacement.
The reconstruction of this event is crucial to better assess future events and thus to develop successful mitigation strategies.
How to cite: Bruckner, T., Farías-Barahona, D., Fürst, J., Mergili, M., Sepulveda, S., Pena, H., Casassa, G., and Braun, M.: Reconstruction constraints on the Estero Parraguirre ice-rock avalanche in 1987, Central Andes of Chile: New insights from remote sensing and numerical modeling. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13019, https://doi.org/10.5194/egusphere-egu21-13019, 2021.
EGU21-7090 | vPICO presentations | NH3.11
Numerical comparison between simplified mathematical models for rock-ice avalanchesStefania Sansone, Giorgio Rosatti, and Daniel Zugliani
Rock-ice avalanches correspond to three-phase mixtures composed of a liquid and of particles of rock and ice. The presence of ice inside the mixture plays a key role in the mobility of rock-ice avalanches, since the heat produced by basal friction and particle collisions induces its transformation into water. Due to this continuous supply of liquid to the mixture, rock-ice avalanches can threaten populations living in cold mountainous areas. Thus, for a good hazard assessment and management, there is the need to construct mathematical models able to predict the flow of rock-ice avalanches. In the literature, there exist only few models that deal with this type of mass flows (Pudasaini & Krautblatter 2014, Bartelt et al. 2018, Sansone et al. 2021). As proposed in Sansone et al. (2021), a framework of different simplified rock-ice avalanche models can be derived by starting from a complete three-phase approach and by imposing two specific assumptions, namely the isokinetic and incompressibility hypotheses. In this way, five classes of simplified approaches can be detected, and these mathematical models are characterized by different levels of approximations of the physics of rock-ice avalanches.
In this work, we provide some numerical solutions for the depth-integrated one-dimensional versions of all the simplified mathematical models detected in Sansone et al. (2021). These numerical solutions are constructed using three different numerical schemes that distinguish themselves from the way the numerical fluxes are evaluated. While one of the three chosen numerical methods evaluates the numerical fluxes without considering the eigenstructure of the systems of equations, the other two schemes take partially or entirely account of the eigenstructure of the equation systems. Due to the possible loss of hyperbolicity detectable in some simplified models, we consider as test cases the problems of the small perturbations of the flow depth and of the concentrations.
The first result of the analysis computed corresponds to the comparison between the numerical solutions derived from the three numerical schemes for each class of models. In this way, the responses of the different numerical methods to each equation system can be investigated. The second result consists in comparing numerically the different classes of simplified models detected by Sansone et al. (2021), thus allowing us to quantify the effects of the assumptions of each class of models on the flow dynamics.
References:
Bartelt P., Christen M., Bühler Y., Buser O. (2018), Thermomechanical modelling of rock avalanches with debris, ice and snow entrainment. In 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE), University of Porto, Porto, PORTUGAL.
Pudasaini S., Krautblatter M. (2014), A two-phase mechanical model for rock-ice avalanches. Journal of Geophysical Research: Earth Surface 119 (10), 2272-2290.
Sansone S., Rosatti G., Zugliani D. (2021), A mathematical framework for modelling rock-ice avalanches. Paper under review.
How to cite: Sansone, S., Rosatti, G., and Zugliani, D.: Numerical comparison between simplified mathematical models for rock-ice avalanches , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7090, https://doi.org/10.5194/egusphere-egu21-7090, 2021.
Rock-ice avalanches correspond to three-phase mixtures composed of a liquid and of particles of rock and ice. The presence of ice inside the mixture plays a key role in the mobility of rock-ice avalanches, since the heat produced by basal friction and particle collisions induces its transformation into water. Due to this continuous supply of liquid to the mixture, rock-ice avalanches can threaten populations living in cold mountainous areas. Thus, for a good hazard assessment and management, there is the need to construct mathematical models able to predict the flow of rock-ice avalanches. In the literature, there exist only few models that deal with this type of mass flows (Pudasaini & Krautblatter 2014, Bartelt et al. 2018, Sansone et al. 2021). As proposed in Sansone et al. (2021), a framework of different simplified rock-ice avalanche models can be derived by starting from a complete three-phase approach and by imposing two specific assumptions, namely the isokinetic and incompressibility hypotheses. In this way, five classes of simplified approaches can be detected, and these mathematical models are characterized by different levels of approximations of the physics of rock-ice avalanches.
In this work, we provide some numerical solutions for the depth-integrated one-dimensional versions of all the simplified mathematical models detected in Sansone et al. (2021). These numerical solutions are constructed using three different numerical schemes that distinguish themselves from the way the numerical fluxes are evaluated. While one of the three chosen numerical methods evaluates the numerical fluxes without considering the eigenstructure of the systems of equations, the other two schemes take partially or entirely account of the eigenstructure of the equation systems. Due to the possible loss of hyperbolicity detectable in some simplified models, we consider as test cases the problems of the small perturbations of the flow depth and of the concentrations.
The first result of the analysis computed corresponds to the comparison between the numerical solutions derived from the three numerical schemes for each class of models. In this way, the responses of the different numerical methods to each equation system can be investigated. The second result consists in comparing numerically the different classes of simplified models detected by Sansone et al. (2021), thus allowing us to quantify the effects of the assumptions of each class of models on the flow dynamics.
References:
Bartelt P., Christen M., Bühler Y., Buser O. (2018), Thermomechanical modelling of rock avalanches with debris, ice and snow entrainment. In 9th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE), University of Porto, Porto, PORTUGAL.
Pudasaini S., Krautblatter M. (2014), A two-phase mechanical model for rock-ice avalanches. Journal of Geophysical Research: Earth Surface 119 (10), 2272-2290.
Sansone S., Rosatti G., Zugliani D. (2021), A mathematical framework for modelling rock-ice avalanches. Paper under review.
How to cite: Sansone, S., Rosatti, G., and Zugliani, D.: Numerical comparison between simplified mathematical models for rock-ice avalanches , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7090, https://doi.org/10.5194/egusphere-egu21-7090, 2021.
EGU21-2602 | vPICO presentations | NH3.11
The melody of a failing peak – seismic constraints on rock damaging and stick-slip motion at the Hochvogel (DE/AT Alps)Michael Dietze, Michael Krautblatter, Johannes Leinauer, Luc Illien, and Niels Hovius
Large rock slope failures play a pivotal role in long-term landscape evolution and are a major concern in land use planning and hazard aspects. While the failure phase and the time immediately prior to failure are increasingly well studied, the nature of the preparation phase remains enigmatic. This knowledge gap is to a large degree related to challenges in collecting appropriate data in such high mountain terrain. Classic monitoring techniques provide detailed data but mostly of point character and only reflecting the surface expression of processes within the rock mass. Thus, the integral behaviour of a peak, at the surface and at depth remains elusive.
Here, we present results from a continuous multi-sensor seismic analysis of the Hochvogel summit, a 2592 m high Alpine peak, which is deemed to fail in the near future, as a 5 m wide and 40 m long crack is progressively opening and mobilising up to 260,000 cubic metres of rock. The seismic network consisted of up to seven sensors, installed during July--October 2018 (with 43 days of data loss). We develop and discuss proxy time series indicative of cyclic and progressive changes of the summit.
Modal analysis, horizontal-to-vertical spectral ratio data and end-member modelling analysis reveal diurnal cycles of increasing and decreasing coupling stiffness of the fragmented rock volume, due to thermal forcing. Relative seismic wave velocity changes mimic this pattern but also reveal the release of stress within the rock mass. At longer time scales, there is a superimposed pattern of stress evolution, which increases for five to seven days and suddenly drops within a few days, also expressed in an increased emission of short seismic pulses indicative of rock cracking. Our data provide essential first order information on an early stage of a large-scale slope instability, which evolves towards a catastrophic failure.
How to cite: Dietze, M., Krautblatter, M., Leinauer, J., Illien, L., and Hovius, N.: The melody of a failing peak – seismic constraints on rock damaging and stick-slip motion at the Hochvogel (DE/AT Alps), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2602, https://doi.org/10.5194/egusphere-egu21-2602, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Large rock slope failures play a pivotal role in long-term landscape evolution and are a major concern in land use planning and hazard aspects. While the failure phase and the time immediately prior to failure are increasingly well studied, the nature of the preparation phase remains enigmatic. This knowledge gap is to a large degree related to challenges in collecting appropriate data in such high mountain terrain. Classic monitoring techniques provide detailed data but mostly of point character and only reflecting the surface expression of processes within the rock mass. Thus, the integral behaviour of a peak, at the surface and at depth remains elusive.
Here, we present results from a continuous multi-sensor seismic analysis of the Hochvogel summit, a 2592 m high Alpine peak, which is deemed to fail in the near future, as a 5 m wide and 40 m long crack is progressively opening and mobilising up to 260,000 cubic metres of rock. The seismic network consisted of up to seven sensors, installed during July--October 2018 (with 43 days of data loss). We develop and discuss proxy time series indicative of cyclic and progressive changes of the summit.
Modal analysis, horizontal-to-vertical spectral ratio data and end-member modelling analysis reveal diurnal cycles of increasing and decreasing coupling stiffness of the fragmented rock volume, due to thermal forcing. Relative seismic wave velocity changes mimic this pattern but also reveal the release of stress within the rock mass. At longer time scales, there is a superimposed pattern of stress evolution, which increases for five to seven days and suddenly drops within a few days, also expressed in an increased emission of short seismic pulses indicative of rock cracking. Our data provide essential first order information on an early stage of a large-scale slope instability, which evolves towards a catastrophic failure.
How to cite: Dietze, M., Krautblatter, M., Leinauer, J., Illien, L., and Hovius, N.: The melody of a failing peak – seismic constraints on rock damaging and stick-slip motion at the Hochvogel (DE/AT Alps), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2602, https://doi.org/10.5194/egusphere-egu21-2602, 2021.
EGU21-8463 | vPICO presentations | NH3.11
Annual displacements, strain partitioning and pore pressure variation in the Triesenberg EarthflowJasmin Maissen, Simon Löw, and Jordan Aaron
Large landslide complexes in flysch are among the largest landslides on earth. These landslides often feature a rotational landslide at the head, the weathering and downslope transport of which produces one or more earthflows that terminate in a bulging toe at a valley bottom. These landslide complexes typically undergo ductile movements, on the order of mm/year to cm/year, and thus loss of life risk is typically low. However, the earthflow portions of these complexes can surge, which can result in significant infrastructure damage. Thus, understanding annual landslide displacements, the partitioning of strain within the landslide body, as well as subsurface groundwater recharge are crucial factors for understanding and managing these landslide complexes.
In the present work we present and analyze a uniquely detailed dataset collected for the Triesenberg Landslide, a landslide complex in Flysch located in Liechtenstein. This dataset contains accurate measurements of surface displacements that occurred between 1978 and 2012, InSAR displacement time series from 2011 to 2020, periodic measurements (once or twice a year) of over 30 inclinometers since 1995, continuous and periodic pore pressure measurements at a number of locations since 2001 as well as climatic data from nearby climate stations. We combine the surface and subsurface displacement measurements to understand how strain is partitioned in the landslide, as well as seasonal and annual landslide displacement rates. We then combine pore-pressure measurements and climatic data to investigate groundwater recharge mechanisms, as well as the water balance of our study area. The analysis of the InSAR data, as well as its comparison to previous displacement measurements, reveals annual displacement rates up to 4.5 cm/year. Additionally, the inclinometer data shows that the depth to the rupture surface varies throughout the landslide body, and is measured as deep as 70 m in some locations. Surprisingly, very few internal shear planes were noted within the earthflow portion of the landslide. We find that recharge into the landslide body is complex, and that the water mass balance is potentially influenced by the adjacent Valuna valley. By combining these analyses, we are able to gain preliminary insights into the behavior of the Triesenberg landslide, which has important implications for understanding this landslide as well as many other landslide complexes in flysch.
How to cite: Maissen, J., Löw, S., and Aaron, J.: Annual displacements, strain partitioning and pore pressure variation in the Triesenberg Earthflow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8463, https://doi.org/10.5194/egusphere-egu21-8463, 2021.
Large landslide complexes in flysch are among the largest landslides on earth. These landslides often feature a rotational landslide at the head, the weathering and downslope transport of which produces one or more earthflows that terminate in a bulging toe at a valley bottom. These landslide complexes typically undergo ductile movements, on the order of mm/year to cm/year, and thus loss of life risk is typically low. However, the earthflow portions of these complexes can surge, which can result in significant infrastructure damage. Thus, understanding annual landslide displacements, the partitioning of strain within the landslide body, as well as subsurface groundwater recharge are crucial factors for understanding and managing these landslide complexes.
In the present work we present and analyze a uniquely detailed dataset collected for the Triesenberg Landslide, a landslide complex in Flysch located in Liechtenstein. This dataset contains accurate measurements of surface displacements that occurred between 1978 and 2012, InSAR displacement time series from 2011 to 2020, periodic measurements (once or twice a year) of over 30 inclinometers since 1995, continuous and periodic pore pressure measurements at a number of locations since 2001 as well as climatic data from nearby climate stations. We combine the surface and subsurface displacement measurements to understand how strain is partitioned in the landslide, as well as seasonal and annual landslide displacement rates. We then combine pore-pressure measurements and climatic data to investigate groundwater recharge mechanisms, as well as the water balance of our study area. The analysis of the InSAR data, as well as its comparison to previous displacement measurements, reveals annual displacement rates up to 4.5 cm/year. Additionally, the inclinometer data shows that the depth to the rupture surface varies throughout the landslide body, and is measured as deep as 70 m in some locations. Surprisingly, very few internal shear planes were noted within the earthflow portion of the landslide. We find that recharge into the landslide body is complex, and that the water mass balance is potentially influenced by the adjacent Valuna valley. By combining these analyses, we are able to gain preliminary insights into the behavior of the Triesenberg landslide, which has important implications for understanding this landslide as well as many other landslide complexes in flysch.
How to cite: Maissen, J., Löw, S., and Aaron, J.: Annual displacements, strain partitioning and pore pressure variation in the Triesenberg Earthflow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8463, https://doi.org/10.5194/egusphere-egu21-8463, 2021.
EGU21-15530 | vPICO presentations | NH3.11
A catastrophic multi-hazard event in 2020 in Kali Gandaki valley, Nepal HimalayaRainer Bell, Narayan Gurung, Christoff Andermann, Monique Fort, Gilles Arnaud-Fassetta, and Kristen L. Cook
Multiple hazards (e.g. floods, landslides, earthquakes, glacial and landslide lake outburst floods) are threatening people, their goods and infrastructures in the high mountains of Nepal Himalaya. Floods and landslides are mainly driven by monsoonal precipitation. However, human impact often increases natural risks, like in the Kali Gandaki (KG) valley, the deepest valley (>5500 m) on earth, where the new two-lane road construction (since 2017) has caused many undercut and instable slopes.
In the light of previous events, we intend to assess the cascading multi-hazard events of 2020 in three tributary catchments of KG.
We adopted a pluri-disciplinary approach: interpretation of Sentinel-2 satellite images (March and November 2020), analysis of precipitation (stations of Lete and Tatopani, GPM satellite precipitation measurements), hydrologic and seismic data (Beni), geomorphological mapping, hydrological modelling in HEC-RAS, and field visits in July and November 2020, including interviews with locals.
On 20 July 2020 major hyper-concentrated flood events and landslides occurred in the Rupse, Thaplyang and Kahiku catchments (between Tatopani and Lete) destroying parts of the KG road, road bridges and a hotel (Rupse site). We focus on the Rupse River entering the KG valley at Rupse waterfall (height 108 m; kyanitic gneisses) then flowing down to the KG road and to KG River 200 m below. The major flood event lasted two hours and reached a max. flood level of 35 m at the edge of the waterfall. Upstream of the waterfall, four landslides (each about 250m wide, 200 m high) were triggered. Due to cloud coverage satellite scenes are missing to unravel whether the landslides caused the damming of the river and a landslide lake outburst flood or if the landslides were mainly triggered by the flood and increased sediment input to it.
Floods from these tributary catchments caused a major KG flood especially south of the Rupse catchment, which led to severe erosion and sedimentation in the channel; i.e. destruction of a pole of the national electricity grid, reactivation of the Kham Bhitta deep-seated landslide, destruction of the KG road (the construction of which probably contributed to this reactivation).
Seismic data from Beni, approximately 27 km downstream of the affected catchments, provide constraints on the timing and relative magnitude of the flood in the KG. The data show that a short duration high magnitude flood with a very rapid rise and recession passed through Beni on the afternoon of 20 July. In addition, station data of Lete and Tatopani shows that yearly rainfall totals of 1839.5 and 2140.2 mm, respectively, were the highest since 1970. March and April were already very wet, followed by extremely monthly rainfall totals of 499.7 mm and 551.5 mm at Lete and Tatopani, respectively.
Assessing the 2020 events demonstrates how important localized events in relatively small areas are to understand cascading multi-hazard processes in Himalayan mountain regions. In addition, such hydro-geomorphic functioning and related hazards should be carefully considered when planning road design and bridge sites together with landslide and water level monitoring, for a better traffic maintenance and safety.
How to cite: Bell, R., Gurung, N., Andermann, C., Fort, M., Arnaud-Fassetta, G., and Cook, K. L.: A catastrophic multi-hazard event in 2020 in Kali Gandaki valley, Nepal Himalaya, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15530, https://doi.org/10.5194/egusphere-egu21-15530, 2021.
Multiple hazards (e.g. floods, landslides, earthquakes, glacial and landslide lake outburst floods) are threatening people, their goods and infrastructures in the high mountains of Nepal Himalaya. Floods and landslides are mainly driven by monsoonal precipitation. However, human impact often increases natural risks, like in the Kali Gandaki (KG) valley, the deepest valley (>5500 m) on earth, where the new two-lane road construction (since 2017) has caused many undercut and instable slopes.
In the light of previous events, we intend to assess the cascading multi-hazard events of 2020 in three tributary catchments of KG.
We adopted a pluri-disciplinary approach: interpretation of Sentinel-2 satellite images (March and November 2020), analysis of precipitation (stations of Lete and Tatopani, GPM satellite precipitation measurements), hydrologic and seismic data (Beni), geomorphological mapping, hydrological modelling in HEC-RAS, and field visits in July and November 2020, including interviews with locals.
On 20 July 2020 major hyper-concentrated flood events and landslides occurred in the Rupse, Thaplyang and Kahiku catchments (between Tatopani and Lete) destroying parts of the KG road, road bridges and a hotel (Rupse site). We focus on the Rupse River entering the KG valley at Rupse waterfall (height 108 m; kyanitic gneisses) then flowing down to the KG road and to KG River 200 m below. The major flood event lasted two hours and reached a max. flood level of 35 m at the edge of the waterfall. Upstream of the waterfall, four landslides (each about 250m wide, 200 m high) were triggered. Due to cloud coverage satellite scenes are missing to unravel whether the landslides caused the damming of the river and a landslide lake outburst flood or if the landslides were mainly triggered by the flood and increased sediment input to it.
Floods from these tributary catchments caused a major KG flood especially south of the Rupse catchment, which led to severe erosion and sedimentation in the channel; i.e. destruction of a pole of the national electricity grid, reactivation of the Kham Bhitta deep-seated landslide, destruction of the KG road (the construction of which probably contributed to this reactivation).
Seismic data from Beni, approximately 27 km downstream of the affected catchments, provide constraints on the timing and relative magnitude of the flood in the KG. The data show that a short duration high magnitude flood with a very rapid rise and recession passed through Beni on the afternoon of 20 July. In addition, station data of Lete and Tatopani shows that yearly rainfall totals of 1839.5 and 2140.2 mm, respectively, were the highest since 1970. March and April were already very wet, followed by extremely monthly rainfall totals of 499.7 mm and 551.5 mm at Lete and Tatopani, respectively.
Assessing the 2020 events demonstrates how important localized events in relatively small areas are to understand cascading multi-hazard processes in Himalayan mountain regions. In addition, such hydro-geomorphic functioning and related hazards should be carefully considered when planning road design and bridge sites together with landslide and water level monitoring, for a better traffic maintenance and safety.
How to cite: Bell, R., Gurung, N., Andermann, C., Fort, M., Arnaud-Fassetta, G., and Cook, K. L.: A catastrophic multi-hazard event in 2020 in Kali Gandaki valley, Nepal Himalaya, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15530, https://doi.org/10.5194/egusphere-egu21-15530, 2021.
EGU21-16118 | vPICO presentations | NH3.11
Assessing the sensitivity of small catchments to an extreme event in the North-west HimalayasArkaprabha Sarkar and Vimal Singh
Smaller systems have thresholds lower than those of larger ones. Therefore, the response of a small change can be easily observed in small catchments where a larger system might not respond.
In this study, we investigated sub-catchments of a small 4th order Pranmati River Catchment, located in the North-west Himalayas; it is the part of the Ganga River System. We selected eight sub-catchments of 1st to 3rd order with area not more than 16 km2 and analyzed their response to high-intensity rainfall. We calculated drainage density, length of overland flow, infiltration number, and constant of channel maintenance to analyze their behavior in terms of infiltration and surface runoff. The results show that two of the sub-catchments show tendency of low infiltration and higher surface runoff compared to the other sub-catchments. To validate our results, we compared them with the observations and available data of a highly localized high-intensity precipitation event that occurred in July 2018 within the catchment. During this event, there was focused rainfall in one of the sub-catchments that initiated a flash flood. The flood propagated from that sub-catchment along the trunk channel while all other sub-catchments suffered negligible impact. A significant increase in channel width has been observed along the path of the flood. We ran simulations of storm events in HEC-RAS for various rainfall patterns within the given time interval to replicate the event.
The hydrological simulation of basin-wide uniform rainfall with a Gaussian temporal distribution shows high overland sheet flow in these basins whereas the rest of the basin showed channel flow and low surface runoff. One of these two catchments was the initiation point of the flood event. The results indicate the high sensitivity of the basins and their contrasting responses under similar forces. Minor differences in the values of geomorphic parameters which are inconsequential in the case of large catchments become significant for smaller catchments. It also highlights the degree of spatial heterogeneity of rainfall and the inconsistency of the presently available precipitation datasets.
How to cite: Sarkar, A. and Singh, V.: Assessing the sensitivity of small catchments to an extreme event in the North-west Himalayas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16118, https://doi.org/10.5194/egusphere-egu21-16118, 2021.
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Smaller systems have thresholds lower than those of larger ones. Therefore, the response of a small change can be easily observed in small catchments where a larger system might not respond.
In this study, we investigated sub-catchments of a small 4th order Pranmati River Catchment, located in the North-west Himalayas; it is the part of the Ganga River System. We selected eight sub-catchments of 1st to 3rd order with area not more than 16 km2 and analyzed their response to high-intensity rainfall. We calculated drainage density, length of overland flow, infiltration number, and constant of channel maintenance to analyze their behavior in terms of infiltration and surface runoff. The results show that two of the sub-catchments show tendency of low infiltration and higher surface runoff compared to the other sub-catchments. To validate our results, we compared them with the observations and available data of a highly localized high-intensity precipitation event that occurred in July 2018 within the catchment. During this event, there was focused rainfall in one of the sub-catchments that initiated a flash flood. The flood propagated from that sub-catchment along the trunk channel while all other sub-catchments suffered negligible impact. A significant increase in channel width has been observed along the path of the flood. We ran simulations of storm events in HEC-RAS for various rainfall patterns within the given time interval to replicate the event.
The hydrological simulation of basin-wide uniform rainfall with a Gaussian temporal distribution shows high overland sheet flow in these basins whereas the rest of the basin showed channel flow and low surface runoff. One of these two catchments was the initiation point of the flood event. The results indicate the high sensitivity of the basins and their contrasting responses under similar forces. Minor differences in the values of geomorphic parameters which are inconsequential in the case of large catchments become significant for smaller catchments. It also highlights the degree of spatial heterogeneity of rainfall and the inconsistency of the presently available precipitation datasets.
How to cite: Sarkar, A. and Singh, V.: Assessing the sensitivity of small catchments to an extreme event in the North-west Himalayas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16118, https://doi.org/10.5194/egusphere-egu21-16118, 2021.
EGU21-6058 | vPICO presentations | NH3.11
Predicting extreme precipitation effects on the geomorphology of small mountain catchments, northern Apennines (Italy)stefano segadelli and federico grazzini
Meteorological events characterized by extreme rainfall intensity have recently struck the hilly and mountainous territory of the northern Apennines (Italy) as well as many other geographic areas of the world. These extreme rainfall events trigger fast flows of debris along the slopes, stream channels, landslides, and floods, which damage many man-made structures such as roads, houses, water-pipes, etc. There is thus a strong practical interest in predicting the frequency and intensity of these effects for emergency management and to reduce the vulnerability of the territory.
In 2015 an intense rainfall event hit the Valleys of the Trebbia, Nure, and Aveto watercourses in the emilian-ligurian Apennines. In about 6 h a mesoscale convective system deployed a stunning amount of precipitation of 340 mm, with an extreme hourly rainfall intensity of >100 mm/h. During this event, several types of widespread effects on the ground developed i.e., fast flows of debris along the slopes and stream channels (a total number of 305 occurrences), shallow landslides (342) and overbank flooding occurred. Instrumental as well as geological and historical data clearly suggest that extreme rainfall events are increasing in the northern Apennines, in good agreement with the international literature. Through the optimal combination of rainfall data and radar volumes, in this work we present a detailed rainfall analysis, which will serve as a basis to create a quantitative correlation with debris flows over elementary hydrological units. The meteorological analysis of the storm led us to consider the 3 h accumulation rain field as the most relevant for flood triggering. This time interval is short enough to describe the intensity peak of macro precipitating structures, and at the same time it is long enough to allow the development of the debris and stream-flow processes described. The very good match between the 3 h peak intensity and the distribution of high-discharge and hillslope-debris flow support the hypothesis. The 3 h interval further emphasizes the meteorological event with respect to its overall duration of 6 h.
We aim at providing an objective basis for future predictions, starting from the recognition of the forcing meteorological events, allowed us to clearly identify high-intensity-precipitation thresholds triggering flood in small mountain catchments.
Keywords: floods; catchment; threshold; extreme rainfall events; northern Apennines
How to cite: segadelli, S. and grazzini, F.: Predicting extreme precipitation effects on the geomorphology of small mountain catchments, northern Apennines (Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6058, https://doi.org/10.5194/egusphere-egu21-6058, 2021.
Meteorological events characterized by extreme rainfall intensity have recently struck the hilly and mountainous territory of the northern Apennines (Italy) as well as many other geographic areas of the world. These extreme rainfall events trigger fast flows of debris along the slopes, stream channels, landslides, and floods, which damage many man-made structures such as roads, houses, water-pipes, etc. There is thus a strong practical interest in predicting the frequency and intensity of these effects for emergency management and to reduce the vulnerability of the territory.
In 2015 an intense rainfall event hit the Valleys of the Trebbia, Nure, and Aveto watercourses in the emilian-ligurian Apennines. In about 6 h a mesoscale convective system deployed a stunning amount of precipitation of 340 mm, with an extreme hourly rainfall intensity of >100 mm/h. During this event, several types of widespread effects on the ground developed i.e., fast flows of debris along the slopes and stream channels (a total number of 305 occurrences), shallow landslides (342) and overbank flooding occurred. Instrumental as well as geological and historical data clearly suggest that extreme rainfall events are increasing in the northern Apennines, in good agreement with the international literature. Through the optimal combination of rainfall data and radar volumes, in this work we present a detailed rainfall analysis, which will serve as a basis to create a quantitative correlation with debris flows over elementary hydrological units. The meteorological analysis of the storm led us to consider the 3 h accumulation rain field as the most relevant for flood triggering. This time interval is short enough to describe the intensity peak of macro precipitating structures, and at the same time it is long enough to allow the development of the debris and stream-flow processes described. The very good match between the 3 h peak intensity and the distribution of high-discharge and hillslope-debris flow support the hypothesis. The 3 h interval further emphasizes the meteorological event with respect to its overall duration of 6 h.
We aim at providing an objective basis for future predictions, starting from the recognition of the forcing meteorological events, allowed us to clearly identify high-intensity-precipitation thresholds triggering flood in small mountain catchments.
Keywords: floods; catchment; threshold; extreme rainfall events; northern Apennines
How to cite: segadelli, S. and grazzini, F.: Predicting extreme precipitation effects on the geomorphology of small mountain catchments, northern Apennines (Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6058, https://doi.org/10.5194/egusphere-egu21-6058, 2021.
EGU21-6558 | vPICO presentations | NH3.11
Spontaneous formation of waves, channels and levees in geophysical mass flowsNico Gray
Geophysical mass flows often break down into large amplitude wave pulses and/or spontaneously form channels with static levees in the arrest zone, enhancing overall run-out. This talk reviews recent depth-averaged models that are able to capture the formation of:- (i) rollwaves, (ii) erosion-deposition waves (which exchange mass with an erodible substrate) and (iii) channel and levee formation, within a single framework. The key is the inclusion of frictional hysteresis, which allows static and moving zones to coexist, as well as depth-averaged viscous terms that incorporate further details of the granular rheology. As well as being able to compute time-dependent spatially evolving solutions numerically, the resulting model allows steady-state solutions to be constructed for the height, width and depth-averaged velocity profile across a leveed channel, which are in good quantitative agreement with small scale analogue experiments using monodisperse dry sand. Colour change experiments are used to show that erosion-deposition waves really do propagate downslope as a wave, rather than a coherent body of grains, and that the presence of the erodible substrate gives them surprising mobility over very long distances. Photos and videos of the similar effects at field scale will be shown to emphasize the importance of these ideas for a wide range of geophysical mass flows. There are, however, still many open challenges in how to generalize these results to multiphase mixtures with broad grain size distributions.
How to cite: Gray, N.: Spontaneous formation of waves, channels and levees in geophysical mass flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6558, https://doi.org/10.5194/egusphere-egu21-6558, 2021.
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Geophysical mass flows often break down into large amplitude wave pulses and/or spontaneously form channels with static levees in the arrest zone, enhancing overall run-out. This talk reviews recent depth-averaged models that are able to capture the formation of:- (i) rollwaves, (ii) erosion-deposition waves (which exchange mass with an erodible substrate) and (iii) channel and levee formation, within a single framework. The key is the inclusion of frictional hysteresis, which allows static and moving zones to coexist, as well as depth-averaged viscous terms that incorporate further details of the granular rheology. As well as being able to compute time-dependent spatially evolving solutions numerically, the resulting model allows steady-state solutions to be constructed for the height, width and depth-averaged velocity profile across a leveed channel, which are in good quantitative agreement with small scale analogue experiments using monodisperse dry sand. Colour change experiments are used to show that erosion-deposition waves really do propagate downslope as a wave, rather than a coherent body of grains, and that the presence of the erodible substrate gives them surprising mobility over very long distances. Photos and videos of the similar effects at field scale will be shown to emphasize the importance of these ideas for a wide range of geophysical mass flows. There are, however, still many open challenges in how to generalize these results to multiphase mixtures with broad grain size distributions.
How to cite: Gray, N.: Spontaneous formation of waves, channels and levees in geophysical mass flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6558, https://doi.org/10.5194/egusphere-egu21-6558, 2021.
EGU21-12977 | vPICO presentations | NH3.11
Collapse of a weakly cohesive granular columnCsanád Szuszik and Ferenc Kun
Natural catastrophes like landslides are often caused by the nucleation and propagation of fractures in heterogeneous materials. Landslides are typically initiated by heavy raining events when water penetrates the pores and reduces the cohesion of soils leading to instability and cracking. When it happens on a steep slope, the moving mass could break up into pieces and the landslide gives rise to a debris flow composed of rapidly traveling fragments of soil and rocks. Such devastating catastrophes endanger the infrastructure and take thousands of lives every year.
In order to understand the emergence of landslides and debris flows we investigated the collapse of a granular column under the action of gravity by means of discrete element simulations. In the model, a cylindrical sample of soil is represented as a random packing of spherical particles. Cohesion is introduced by connecting the particles with non-linear spring elements along the edges of Delaunay triangles determined in the initial configuration of the particles. The constitutive law of springs captures the elastic behavior of particle contacts at small deformations, the plasticity beyond a yield threshold, and the gradual softening and final breaking at large separation distances. A very important feature of the interaction is that particle contacts can be healed, i.e. if two particles approach each other within a capture distance, a new cohesive contact is established between them. Computer simulations were performed varying the strength of cohesion in a broad range.
Our calculations revealed that at high cohesion the granular column sinks in, i.e. its height gradually decreases while it undergoes restructuring and flattening, however, in the final state the system keeps its integrity. When the cohesion is sufficiently week, the process of collapse cannot stop: the system breaks up into a large number of fragments which run out at a high speed. The two phases of high and low cohesion represent the mass movement and the debris flow states of real landslides, respectively. We demonstrate that the transition occurs at a critical cohesion showing analogies to continuous phase transitions.
How to cite: Szuszik, C. and Kun, F.: Collapse of a weakly cohesive granular column, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12977, https://doi.org/10.5194/egusphere-egu21-12977, 2021.
Natural catastrophes like landslides are often caused by the nucleation and propagation of fractures in heterogeneous materials. Landslides are typically initiated by heavy raining events when water penetrates the pores and reduces the cohesion of soils leading to instability and cracking. When it happens on a steep slope, the moving mass could break up into pieces and the landslide gives rise to a debris flow composed of rapidly traveling fragments of soil and rocks. Such devastating catastrophes endanger the infrastructure and take thousands of lives every year.
In order to understand the emergence of landslides and debris flows we investigated the collapse of a granular column under the action of gravity by means of discrete element simulations. In the model, a cylindrical sample of soil is represented as a random packing of spherical particles. Cohesion is introduced by connecting the particles with non-linear spring elements along the edges of Delaunay triangles determined in the initial configuration of the particles. The constitutive law of springs captures the elastic behavior of particle contacts at small deformations, the plasticity beyond a yield threshold, and the gradual softening and final breaking at large separation distances. A very important feature of the interaction is that particle contacts can be healed, i.e. if two particles approach each other within a capture distance, a new cohesive contact is established between them. Computer simulations were performed varying the strength of cohesion in a broad range.
Our calculations revealed that at high cohesion the granular column sinks in, i.e. its height gradually decreases while it undergoes restructuring and flattening, however, in the final state the system keeps its integrity. When the cohesion is sufficiently week, the process of collapse cannot stop: the system breaks up into a large number of fragments which run out at a high speed. The two phases of high and low cohesion represent the mass movement and the debris flow states of real landslides, respectively. We demonstrate that the transition occurs at a critical cohesion showing analogies to continuous phase transitions.
How to cite: Szuszik, C. and Kun, F.: Collapse of a weakly cohesive granular column, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12977, https://doi.org/10.5194/egusphere-egu21-12977, 2021.
EGU21-1647 | vPICO presentations | NH3.11
Finite-size analysis and the influence of the cross-section shape of the granular column collapsesTeng Man, Herbert Huppert, Ling Li, and Sergio Galindo-Torres
The collapse of granular columns, which sheds light on the kinematics, dynamics, and deposition morphology of mass-driven flows, is crucial for understanding complex flows in both natural and engineering systems, such as debris flows and landslides. However, our research shows that a strong size effect and cross-section shape influence exist in this test. Thus, it is essential to better understand these effects. In this study, we explore the influence of both relative column sizes and cross-section shapes on the run-out behavior of collapsed granular columns and analyze their influence on the deposition morphology with the discrete element method (DEM) with Voronoi-based spheropolyhedron particles. We link the size effect that occurs in granular column collapse problems to the finite-size scaling functions and investigate the characteristic correlation length associated with the granular column collapses. The collapsing behavior of granular columns with different cross-section shapes is also studied, and we find that particles tend to accumulate in the direction normal to the edge of the cross-section instead of the vertex of it. The differences in the run-out behavior in different directions when the cross-section is no longer a circle can also be explained by the finite-size analysis we have performed in this study. We believe that such a study is crucial for us to better understand how granular material flows, how it deposits, and how to consider the size effect in the rheology of granular flows.
How to cite: Man, T., Huppert, H., Li, L., and Galindo-Torres, S.: Finite-size analysis and the influence of the cross-section shape of the granular column collapses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1647, https://doi.org/10.5194/egusphere-egu21-1647, 2021.
Please decide on your access
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The collapse of granular columns, which sheds light on the kinematics, dynamics, and deposition morphology of mass-driven flows, is crucial for understanding complex flows in both natural and engineering systems, such as debris flows and landslides. However, our research shows that a strong size effect and cross-section shape influence exist in this test. Thus, it is essential to better understand these effects. In this study, we explore the influence of both relative column sizes and cross-section shapes on the run-out behavior of collapsed granular columns and analyze their influence on the deposition morphology with the discrete element method (DEM) with Voronoi-based spheropolyhedron particles. We link the size effect that occurs in granular column collapse problems to the finite-size scaling functions and investigate the characteristic correlation length associated with the granular column collapses. The collapsing behavior of granular columns with different cross-section shapes is also studied, and we find that particles tend to accumulate in the direction normal to the edge of the cross-section instead of the vertex of it. The differences in the run-out behavior in different directions when the cross-section is no longer a circle can also be explained by the finite-size analysis we have performed in this study. We believe that such a study is crucial for us to better understand how granular material flows, how it deposits, and how to consider the size effect in the rheology of granular flows.
How to cite: Man, T., Huppert, H., Li, L., and Galindo-Torres, S.: Finite-size analysis and the influence of the cross-section shape of the granular column collapses, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1647, https://doi.org/10.5194/egusphere-egu21-1647, 2021.
EGU21-5337 | vPICO presentations | NH3.11
Formation of dry granular fronts and watery tails indebris flowsXiannan Meng, Chris Johnson, and Nico Gray
Dry granular fronts and watery tails often develop in debris flows, but their formation mechanisms are still poorly understood. Dry bouldery debris flow fronts are often attributed to particle-size segregation, but idealized experimental mixtures of fluid and mono-disperse grains also exhibit the formation of dry fronts. This motivates the development of a new depth-averaged model that treats grain-water mixtures as a buoyancy and Darcy drag coupled multiphase medium. This system is able to describe the temporal and spatial evolution of the grain and water depths as well as the associated grain and water depth-averaged velocities. It considers the layered development of the flow and incorporates a shear velocity profile into the model, instead of the standard plug flow assumption that is employed by almost all debris-flow models. By revisiting Davies' moving bed flume experiments, it is shown that, in the under-saturated region, shear results in the surface layer of dry grains moving faster than the bulk and they are preferentially transported to the flow front to develop a dry snout. Conversely, in the over-saturated region, the flow thickness is sufficiently small that the water friction is stronger than the friction acting on the grains. As a result, the surface grains can move faster than the water and leave it behind. This novel theory provides a rational framework that describes the complete longitudinal profile of debris flows from the dry granular front to the pure watery tail without the need to consider particle-size segregation.
How to cite: Meng, X., Johnson, C., and Gray, N.: Formation of dry granular fronts and watery tails indebris flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5337, https://doi.org/10.5194/egusphere-egu21-5337, 2021.
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Dry granular fronts and watery tails often develop in debris flows, but their formation mechanisms are still poorly understood. Dry bouldery debris flow fronts are often attributed to particle-size segregation, but idealized experimental mixtures of fluid and mono-disperse grains also exhibit the formation of dry fronts. This motivates the development of a new depth-averaged model that treats grain-water mixtures as a buoyancy and Darcy drag coupled multiphase medium. This system is able to describe the temporal and spatial evolution of the grain and water depths as well as the associated grain and water depth-averaged velocities. It considers the layered development of the flow and incorporates a shear velocity profile into the model, instead of the standard plug flow assumption that is employed by almost all debris-flow models. By revisiting Davies' moving bed flume experiments, it is shown that, in the under-saturated region, shear results in the surface layer of dry grains moving faster than the bulk and they are preferentially transported to the flow front to develop a dry snout. Conversely, in the over-saturated region, the flow thickness is sufficiently small that the water friction is stronger than the friction acting on the grains. As a result, the surface grains can move faster than the water and leave it behind. This novel theory provides a rational framework that describes the complete longitudinal profile of debris flows from the dry granular front to the pure watery tail without the need to consider particle-size segregation.
How to cite: Meng, X., Johnson, C., and Gray, N.: Formation of dry granular fronts and watery tails indebris flows, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5337, https://doi.org/10.5194/egusphere-egu21-5337, 2021.
EGU21-4378 | vPICO presentations | NH3.11
In-situ measurements of stress anisotropy in natural debris flowsGeorg Nagl, Johannes Hübl, and Roland Kaitna
Stress anisotropy affects the motion of gravitational mass flows, including debris flows, rock and snow avalanches. Though widely used in analytical models and numerical simulation tools, direct measurements of stress anisotropy in debris flows are not yet available. The present study aims to investigate the ratio of longitudinal to normal pressure exerted by two natural debris flows impacting a monitoring structure in the Gadria creek, IT. The fin-shaped structure in the middle of the channel is equipped with a force plate upstream of the barrier and load cells on the vertical wall of the barrier, continuously recording forces in flow and bed-normal direction. Additionally, the flow height and basal pore fluid pressure were measured. Here we present data from surges of two debris-flow events with peak flow heights of 2.5 m and velocities up to 4 m/s. The ratio of pore fluid pressure to normal stress (often termed liquefaction ratio) reached values up to 0.8. We find an anisotropic stress state during most of the flow event, with stress ratios ranging between 0.1 and 3.5. Video recordings reveal complex deposition and re-mobilization patterns in front of the barrier during surges and highlight the unsteady nature of debris flows. We find a correlation of the stress ratio with flow depth. There is a weak correlation between stress ratio and liquefaction ratio during the falling limb of the surge hydrographs. Our monitoring data confirm the assumption of stress anisotropy in natural debris flows and support the earth-pressure concept used for gravitational mass flows.
How to cite: Nagl, G., Hübl, J., and Kaitna, R.: In-situ measurements of stress anisotropy in natural debris flows , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4378, https://doi.org/10.5194/egusphere-egu21-4378, 2021.
Stress anisotropy affects the motion of gravitational mass flows, including debris flows, rock and snow avalanches. Though widely used in analytical models and numerical simulation tools, direct measurements of stress anisotropy in debris flows are not yet available. The present study aims to investigate the ratio of longitudinal to normal pressure exerted by two natural debris flows impacting a monitoring structure in the Gadria creek, IT. The fin-shaped structure in the middle of the channel is equipped with a force plate upstream of the barrier and load cells on the vertical wall of the barrier, continuously recording forces in flow and bed-normal direction. Additionally, the flow height and basal pore fluid pressure were measured. Here we present data from surges of two debris-flow events with peak flow heights of 2.5 m and velocities up to 4 m/s. The ratio of pore fluid pressure to normal stress (often termed liquefaction ratio) reached values up to 0.8. We find an anisotropic stress state during most of the flow event, with stress ratios ranging between 0.1 and 3.5. Video recordings reveal complex deposition and re-mobilization patterns in front of the barrier during surges and highlight the unsteady nature of debris flows. We find a correlation of the stress ratio with flow depth. There is a weak correlation between stress ratio and liquefaction ratio during the falling limb of the surge hydrographs. Our monitoring data confirm the assumption of stress anisotropy in natural debris flows and support the earth-pressure concept used for gravitational mass flows.
How to cite: Nagl, G., Hübl, J., and Kaitna, R.: In-situ measurements of stress anisotropy in natural debris flows , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4378, https://doi.org/10.5194/egusphere-egu21-4378, 2021.
EGU21-4642 | vPICO presentations | NH3.11
Semi-structured mass movement interactions with flow-blocking mitigationBastian van den Bout, Cees van Westen, Victor Jetten, and Om Dhakal
The development of a failure plane in the subsurface can result in movement of large volumes of solids. Depending on the type of rock and initiation mechanism, this material can partially contain cohesive structure. Such semi-structured landslides or rock avalanches feature alternate dynamics compared to debris flows and other types of granular movements. The way in which this structure influences the impact on structures, and thus the resulting hazard, remains largely unknown. Recently, a two-phase semi-structured generalized mass movement model was developed. This model implements a full stress-strain relationship for the moving mixture. In this work, this model is applied to a set of hypothetical and real mitigation measures and structures. The effect of various types of checkdams and blocking pillars is investigated. The resulting impacts are converted to impact pressures and potential damage fractions. Finally, the model results are compared with traditional unstructured debris flow and landslide runout models. Results indicate the strong increase of structural damage with increased cohesive structure. The model furthermore predicts complex interactions between the semi-structured mass movements and mitigation measures. Moving aggregates can break, after which individual rocks or particles might continue in diverging trajectories. Depending on the physical parameters of the material, fragmentation can also occur before impact, after which movement is similar to granular flows.
How to cite: van den Bout, B., van Westen, C., Jetten, V., and Dhakal, O.: Semi-structured mass movement interactions with flow-blocking mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4642, https://doi.org/10.5194/egusphere-egu21-4642, 2021.
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The development of a failure plane in the subsurface can result in movement of large volumes of solids. Depending on the type of rock and initiation mechanism, this material can partially contain cohesive structure. Such semi-structured landslides or rock avalanches feature alternate dynamics compared to debris flows and other types of granular movements. The way in which this structure influences the impact on structures, and thus the resulting hazard, remains largely unknown. Recently, a two-phase semi-structured generalized mass movement model was developed. This model implements a full stress-strain relationship for the moving mixture. In this work, this model is applied to a set of hypothetical and real mitigation measures and structures. The effect of various types of checkdams and blocking pillars is investigated. The resulting impacts are converted to impact pressures and potential damage fractions. Finally, the model results are compared with traditional unstructured debris flow and landslide runout models. Results indicate the strong increase of structural damage with increased cohesive structure. The model furthermore predicts complex interactions between the semi-structured mass movements and mitigation measures. Moving aggregates can break, after which individual rocks or particles might continue in diverging trajectories. Depending on the physical parameters of the material, fragmentation can also occur before impact, after which movement is similar to granular flows.
How to cite: van den Bout, B., van Westen, C., Jetten, V., and Dhakal, O.: Semi-structured mass movement interactions with flow-blocking mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4642, https://doi.org/10.5194/egusphere-egu21-4642, 2021.
EGU21-5258 | vPICO presentations | NH3.11
A Material Point Method for Alpine Mass MovementsAlessandro Cicoira, Lars Blatny, Xingyue Li, Fabrizio Troilo, Robert Kenner, and Johan Gaume
Gravitational mass movements pose a threat to the population of numerous mountainous regions around the globe. Climate change affects these processes and their related hazards by influencing their triggering, flow and deposition mechanisms, overall increasing the number of natural catastrophes. Numerical modelling is an essential tool for the analysis and the management of such hazards: it allows the quantitative description of the runout and pressure of rapid mass movements and may contribute to better understand the effects of climate change on their size, frequency, and dynamics. Several depth-averaged models are already operational and commonly applied by practitioners and scientists. Yet, a unified model able to simulate multi-phase cascading events, including their initiation, propagation, entrainment and finally impact on structures is still missing. Hence, more detailed models are required to advance our understanding of the physics behind gravitational mass movements and ultimately to contribute improving hazard assessment and risk management.
Here, we present some preliminary results of the development of a hybrid Eulerian-Lagrangian Material Point Method (MPM) with finite strain elasto-plasticity to simulate in a unified manner: i) permafrost instabilities and failure initiation; ii) rock and ice avalanche dynamics; iii) solid-fluid interaction and phase transition from rock avalanches to debris-flows. In order to simulate the mechanical behaviour of rock and ice, we propose a Drucker-Prager softening constitutive law accounting for cohesion, internal and residual friction. We calibrate this constitutive law on the basis of state of the art laboratory experiments. The model is applied to synthetic slope geometries to evaluate their stability and investigate subsequent rock fragmentation processes. At a larger scale, dynamics simulations are compared against observations of full-scale process chains. In particular, we implement the two real-scale cases of the rock-avalanche from the Piz Cengalo (CH) and ice- and snow-avalanche from the Grandes Jorasses (IT). The 3D implementation of the model allows to accurately reproduce the initial conditions of an event and complex phenomena such as reported ballistic trajectories non adherent to the ground. Secondary releases due to the mass flow (such as snow or glacier-ice entertainment) and phase changes can be simulated realistically. We test the potential of the model in a broad range of settings and highlight the major gaps to be filled in the near future.
How to cite: Cicoira, A., Blatny, L., Li, X., Troilo, F., Kenner, R., and Gaume, J.: A Material Point Method for Alpine Mass Movements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5258, https://doi.org/10.5194/egusphere-egu21-5258, 2021.
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Gravitational mass movements pose a threat to the population of numerous mountainous regions around the globe. Climate change affects these processes and their related hazards by influencing their triggering, flow and deposition mechanisms, overall increasing the number of natural catastrophes. Numerical modelling is an essential tool for the analysis and the management of such hazards: it allows the quantitative description of the runout and pressure of rapid mass movements and may contribute to better understand the effects of climate change on their size, frequency, and dynamics. Several depth-averaged models are already operational and commonly applied by practitioners and scientists. Yet, a unified model able to simulate multi-phase cascading events, including their initiation, propagation, entrainment and finally impact on structures is still missing. Hence, more detailed models are required to advance our understanding of the physics behind gravitational mass movements and ultimately to contribute improving hazard assessment and risk management.
Here, we present some preliminary results of the development of a hybrid Eulerian-Lagrangian Material Point Method (MPM) with finite strain elasto-plasticity to simulate in a unified manner: i) permafrost instabilities and failure initiation; ii) rock and ice avalanche dynamics; iii) solid-fluid interaction and phase transition from rock avalanches to debris-flows. In order to simulate the mechanical behaviour of rock and ice, we propose a Drucker-Prager softening constitutive law accounting for cohesion, internal and residual friction. We calibrate this constitutive law on the basis of state of the art laboratory experiments. The model is applied to synthetic slope geometries to evaluate their stability and investigate subsequent rock fragmentation processes. At a larger scale, dynamics simulations are compared against observations of full-scale process chains. In particular, we implement the two real-scale cases of the rock-avalanche from the Piz Cengalo (CH) and ice- and snow-avalanche from the Grandes Jorasses (IT). The 3D implementation of the model allows to accurately reproduce the initial conditions of an event and complex phenomena such as reported ballistic trajectories non adherent to the ground. Secondary releases due to the mass flow (such as snow or glacier-ice entertainment) and phase changes can be simulated realistically. We test the potential of the model in a broad range of settings and highlight the major gaps to be filled in the near future.
How to cite: Cicoira, A., Blatny, L., Li, X., Troilo, F., Kenner, R., and Gaume, J.: A Material Point Method for Alpine Mass Movements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5258, https://doi.org/10.5194/egusphere-egu21-5258, 2021.
EGU21-6232 | vPICO presentations | NH3.11
Investigating erosion and entrainment of snow avalanches using the material point methodXingyue Li, Betty Sovilla, Camille Ligneau, Chenfanfu Jiang, and Johan Gaume
Erosion and entrainment are critical processes in gravity-driven mass flows like snow avalanches, as they can significantly change the flow mass and momentum and thus affect the flow dynamics. In snow avalanches, snow cover can be considerably eroded but only partially entrained into the flow. Differentiating erosion and entrainment gives more accurate prediction of the increased flow mass and offers information on eroded snow cover remaining on the slope, but is challenging in practice. This study investigates snow avalanche erosion and entrainment with the material point method, focusing on exploring various erosion mechanisms, differences in erosion and entrainment, and their possible influences on runout distance. By using different mechanical properties for the flowing snow, distinct erosion patterns are observed and the corresponding temporal evolutions of entrainment, erosion, and deposition in the erodible bed are examined. Erosion and entrainment require an appropriate combination of snow friction and cohesion of the bed. If cohesion and/or friction are too low, the bed will naturally be unstable. On the other hand, highly cohesive and frictional bed will prevent erosion. For intermediate values, erosion and entrainment can be notable, and the amount of eroded snow shows a clear negative correlation with snow friction and cohesion while the entrained snow does not demonstrate a strong tendency. Furthermore, the release and erodible bed lengths are varied to study their effect on erosion and entrainment propensity. It is found that the increase in the lengths of the release zone and erodible bed leads to more erosion and entrainment as expected, but not necessarily to a longer runout distance. In our simulations, the release and erodible bed lengths are positively and negatively correlated with the runout distance, respectively. This implies that the runout distance can have opposite trends with erosion and entrainment, which might be closely related to the energy change of the simulated avalanches from the outlet of the erodible bed to the final deposit. Our results shed more light into the erosion and entrainment mechanisms and may contribute to improve related parametrizations in large-scale avalanche dynamics models.
How to cite: Li, X., Sovilla, B., Ligneau, C., Jiang, C., and Gaume, J.: Investigating erosion and entrainment of snow avalanches using the material point method, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6232, https://doi.org/10.5194/egusphere-egu21-6232, 2021.
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Erosion and entrainment are critical processes in gravity-driven mass flows like snow avalanches, as they can significantly change the flow mass and momentum and thus affect the flow dynamics. In snow avalanches, snow cover can be considerably eroded but only partially entrained into the flow. Differentiating erosion and entrainment gives more accurate prediction of the increased flow mass and offers information on eroded snow cover remaining on the slope, but is challenging in practice. This study investigates snow avalanche erosion and entrainment with the material point method, focusing on exploring various erosion mechanisms, differences in erosion and entrainment, and their possible influences on runout distance. By using different mechanical properties for the flowing snow, distinct erosion patterns are observed and the corresponding temporal evolutions of entrainment, erosion, and deposition in the erodible bed are examined. Erosion and entrainment require an appropriate combination of snow friction and cohesion of the bed. If cohesion and/or friction are too low, the bed will naturally be unstable. On the other hand, highly cohesive and frictional bed will prevent erosion. For intermediate values, erosion and entrainment can be notable, and the amount of eroded snow shows a clear negative correlation with snow friction and cohesion while the entrained snow does not demonstrate a strong tendency. Furthermore, the release and erodible bed lengths are varied to study their effect on erosion and entrainment propensity. It is found that the increase in the lengths of the release zone and erodible bed leads to more erosion and entrainment as expected, but not necessarily to a longer runout distance. In our simulations, the release and erodible bed lengths are positively and negatively correlated with the runout distance, respectively. This implies that the runout distance can have opposite trends with erosion and entrainment, which might be closely related to the energy change of the simulated avalanches from the outlet of the erodible bed to the final deposit. Our results shed more light into the erosion and entrainment mechanisms and may contribute to improve related parametrizations in large-scale avalanche dynamics models.
How to cite: Li, X., Sovilla, B., Ligneau, C., Jiang, C., and Gaume, J.: Investigating erosion and entrainment of snow avalanches using the material point method, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6232, https://doi.org/10.5194/egusphere-egu21-6232, 2021.
EGU21-12535 | vPICO presentations | NH3.11
Internal dynamics of steady and nearly uniform granular avalanchesTomas Trewhela and Christophe Ancey
We experimentally investigated the internal dynamics of stationary mono- and bidisperse granular avalanches in an inclined conveyor belt flume. We used the refractive index matching technique to visualize and obtain information from within the granular bulk. In combination with particle tracking velocimetry and coarse-graining techniques, we were able to calculate continuum particle distributions and velocity fields. The experimental avalanches had distinct flow regions: (i) a convective-bulged front, (ii) a compact-layered tail, and (iii) a breaking size segregation wave structure, serving as a transition between the former two. To describe the dynamics of these regions, we computed local strain rates in the form of its tensor invariants. The invariants varied notably between regions; while the largest values and non-linear distributions were found at the front, linear distributions were observed in the tail. In general, and although that slip was considerable at the base of the flow, time-averaged velocity profiles were found to be well captured by a Bagnold model. Based on recent developments in particle-size segregation theory, we calculated the segregation flux within the bidisperse avalanches. In those experiments, we found that segregation flux was higher at the front than at the back, a fact that was confirmed by the observed recirculation of large particles at the front. All our experimental data show a strong link between rheology and segregation, a result that will provide grounding for new developments in segregation theory.
How to cite: Trewhela, T. and Ancey, C.: Internal dynamics of steady and nearly uniform granular avalanches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12535, https://doi.org/10.5194/egusphere-egu21-12535, 2021.
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We experimentally investigated the internal dynamics of stationary mono- and bidisperse granular avalanches in an inclined conveyor belt flume. We used the refractive index matching technique to visualize and obtain information from within the granular bulk. In combination with particle tracking velocimetry and coarse-graining techniques, we were able to calculate continuum particle distributions and velocity fields. The experimental avalanches had distinct flow regions: (i) a convective-bulged front, (ii) a compact-layered tail, and (iii) a breaking size segregation wave structure, serving as a transition between the former two. To describe the dynamics of these regions, we computed local strain rates in the form of its tensor invariants. The invariants varied notably between regions; while the largest values and non-linear distributions were found at the front, linear distributions were observed in the tail. In general, and although that slip was considerable at the base of the flow, time-averaged velocity profiles were found to be well captured by a Bagnold model. Based on recent developments in particle-size segregation theory, we calculated the segregation flux within the bidisperse avalanches. In those experiments, we found that segregation flux was higher at the front than at the back, a fact that was confirmed by the observed recirculation of large particles at the front. All our experimental data show a strong link between rheology and segregation, a result that will provide grounding for new developments in segregation theory.
How to cite: Trewhela, T. and Ancey, C.: Internal dynamics of steady and nearly uniform granular avalanches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12535, https://doi.org/10.5194/egusphere-egu21-12535, 2021.
EGU21-10815 | vPICO presentations | NH3.11
A Dilatant, Two-Phase Debris Flow Model for Hazard MitigationGuillaume Meyrat
Guillaume Meyrat, Brian McArdell, Ksenyia Ivanova, Perry Bartelt
WSL Institute for Forest, Snow and Landscape Research, 8903 Birmensdorf, Switzerland
Keywords: Debris flows, multi-phase models, dilatancy, shear stress, density distribution
To implement an accurate numerical tool to simulate debris flow hazard is a longstanding goal of natural hazard research and engineering. In Switzerland the application of numerical debris flow models has, however, been hampered by many practical and theoretical difficulties. One practical problem is to define realistic initial conditions for hazard scenarios that involve both the rocky (granular solid) and muddy (fluid) material. Still another practical problem is to model debris flow growth by entrainment [1]. These problems are compounded by theoretical uncertainties regarding the rheological behavior of multi-phase flows. Recent analysis of debris flow measurements at the Swiss Illgraben test-site [2] (shear and normal stresses, debris flow height) show that the shear force, and therefore the entire debris flow behavior, is largely influenced by the debris flow composition, i.e. the amount of solid particle and muddy fluid at any specific location within the debris flow body (front, tail, etc.). The debris flow composition is, in turn, determined by the initial and entrainment conditions for a specific event. As a consequence, we have concluded that the very first step to construct a robust numerical model is to accurately predict the space and time evolution of the solid/fluid flow composition for any set of initial and boundary conditions. To this aim, we have developed a two-phase dilatant debris flow model [3, 4, 5] that is based on the idea that the dispersion of solid material in fluid phase can change over time. The model is thus able to predict different flow compositions (rocky fronts, watery tails), using shallow-water type mass, momentum and energy conservation equations. This helps to predict when the solid phase deposits, and when muddy fluid washes and channel outbreaks in the runout zone can occur. The parameters controlling the evolution of debris flow density and saturation have been derived by direct comparison to the full-scale measurements performed at the Illgraben test site.
References
How to cite: Meyrat, G.: A Dilatant, Two-Phase Debris Flow Model for Hazard Mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10815, https://doi.org/10.5194/egusphere-egu21-10815, 2021.
Guillaume Meyrat, Brian McArdell, Ksenyia Ivanova, Perry Bartelt
WSL Institute for Forest, Snow and Landscape Research, 8903 Birmensdorf, Switzerland
Keywords: Debris flows, multi-phase models, dilatancy, shear stress, density distribution
To implement an accurate numerical tool to simulate debris flow hazard is a longstanding goal of natural hazard research and engineering. In Switzerland the application of numerical debris flow models has, however, been hampered by many practical and theoretical difficulties. One practical problem is to define realistic initial conditions for hazard scenarios that involve both the rocky (granular solid) and muddy (fluid) material. Still another practical problem is to model debris flow growth by entrainment [1]. These problems are compounded by theoretical uncertainties regarding the rheological behavior of multi-phase flows. Recent analysis of debris flow measurements at the Swiss Illgraben test-site [2] (shear and normal stresses, debris flow height) show that the shear force, and therefore the entire debris flow behavior, is largely influenced by the debris flow composition, i.e. the amount of solid particle and muddy fluid at any specific location within the debris flow body (front, tail, etc.). The debris flow composition is, in turn, determined by the initial and entrainment conditions for a specific event. As a consequence, we have concluded that the very first step to construct a robust numerical model is to accurately predict the space and time evolution of the solid/fluid flow composition for any set of initial and boundary conditions. To this aim, we have developed a two-phase dilatant debris flow model [3, 4, 5] that is based on the idea that the dispersion of solid material in fluid phase can change over time. The model is thus able to predict different flow compositions (rocky fronts, watery tails), using shallow-water type mass, momentum and energy conservation equations. This helps to predict when the solid phase deposits, and when muddy fluid washes and channel outbreaks in the runout zone can occur. The parameters controlling the evolution of debris flow density and saturation have been derived by direct comparison to the full-scale measurements performed at the Illgraben test site.
References
How to cite: Meyrat, G.: A Dilatant, Two-Phase Debris Flow Model for Hazard Mitigation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10815, https://doi.org/10.5194/egusphere-egu21-10815, 2021.
NH3.12 – From landslide hydrology towards reliable landslide early warning systems
EGU21-1200 | vPICO presentations | NH3.12
Water-rock interactions in periglacial conditions from the Zayu area, SE TibetXiaobai Ruan and Albert Galy
Weathering associated with bedrock landslides has great influence on the solute chemistry in active mountain rivers, such as in the Western South Alps and Taiwan Orogeny [1-4]. Bedrock landslides generate deposits with fresh surfaces and high porosity, favorable for enhanced chemical weathering. Driven by the weathering of reactive phases (biotite and carbonate)3 and potential sulfuric acid weathering [2,4], the seepages from those deposits are characterized by high total dissolved solid (TDS) [1] and high relative concentration of K+, Ca2+ and SO42-[2,4]. However, the existing studies are all from tropical to temperate climate conditions, and we are lacking case studies from high-altitude alpine regions and periglacial conditions such as cold and poorly vegetated settings.
The Zayu catchment on the SE margin of Tibetan Plateau spans great geographical gradient. The north of the catchment is in a periglacial alpine desert-meadow environment. The valley is widely covered by deposits related with talus fans or rock glacier, likely to be continuously fed by the freeze-thaw processes on mountain slopes. The south of the catchment is in temperate-subtropical monsoonal forest environment and is influenced by bedrock landslides.
We conduct comparative study for the seepages from the fan deposits in the north and the landslide in the south, as well as local stream waters in both part of the catchment, in terms of their solute load. In the south, the landslide seepages have a systematically higher Ca2+/TDS, K+/TDS and SO42-/TDS ratiosthan local streams, likely related with the recent exposure of sulfide, biotite, and carbonate. This result reproduces the pattern found in WSA and Taiwan and extends it to granitoid lithology characteristic of the Zayu catchment, suggesting a universal weathering mechanism for landslide deposits. In the north, the seepages and the nearby streams have nearly identical chemical characteristics, with variable, TDS, K+, Ca2+ and SO42- concentrations, but similar than in the south, on average. It suggests that the mass wasting deposits in periglacial conditions can promote chemical weathering, playing a similar role than the bedrock landslides in temperate conditions, and the universal freeze-thaw process in the north periglacial catchment could be responsible for enhancing chemical weathering, as it creates fresh surface, enlarge cracks that promote hydraulic conductivity, and reduce the time for adequate water-rock interaction.
Reference:
How to cite: Ruan, X. and Galy, A.: Water-rock interactions in periglacial conditions from the Zayu area, SE Tibet, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1200, https://doi.org/10.5194/egusphere-egu21-1200, 2021.
Weathering associated with bedrock landslides has great influence on the solute chemistry in active mountain rivers, such as in the Western South Alps and Taiwan Orogeny [1-4]. Bedrock landslides generate deposits with fresh surfaces and high porosity, favorable for enhanced chemical weathering. Driven by the weathering of reactive phases (biotite and carbonate)3 and potential sulfuric acid weathering [2,4], the seepages from those deposits are characterized by high total dissolved solid (TDS) [1] and high relative concentration of K+, Ca2+ and SO42-[2,4]. However, the existing studies are all from tropical to temperate climate conditions, and we are lacking case studies from high-altitude alpine regions and periglacial conditions such as cold and poorly vegetated settings.
The Zayu catchment on the SE margin of Tibetan Plateau spans great geographical gradient. The north of the catchment is in a periglacial alpine desert-meadow environment. The valley is widely covered by deposits related with talus fans or rock glacier, likely to be continuously fed by the freeze-thaw processes on mountain slopes. The south of the catchment is in temperate-subtropical monsoonal forest environment and is influenced by bedrock landslides.
We conduct comparative study for the seepages from the fan deposits in the north and the landslide in the south, as well as local stream waters in both part of the catchment, in terms of their solute load. In the south, the landslide seepages have a systematically higher Ca2+/TDS, K+/TDS and SO42-/TDS ratiosthan local streams, likely related with the recent exposure of sulfide, biotite, and carbonate. This result reproduces the pattern found in WSA and Taiwan and extends it to granitoid lithology characteristic of the Zayu catchment, suggesting a universal weathering mechanism for landslide deposits. In the north, the seepages and the nearby streams have nearly identical chemical characteristics, with variable, TDS, K+, Ca2+ and SO42- concentrations, but similar than in the south, on average. It suggests that the mass wasting deposits in periglacial conditions can promote chemical weathering, playing a similar role than the bedrock landslides in temperate conditions, and the universal freeze-thaw process in the north periglacial catchment could be responsible for enhancing chemical weathering, as it creates fresh surface, enlarge cracks that promote hydraulic conductivity, and reduce the time for adequate water-rock interaction.
Reference:
How to cite: Ruan, X. and Galy, A.: Water-rock interactions in periglacial conditions from the Zayu area, SE Tibet, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1200, https://doi.org/10.5194/egusphere-egu21-1200, 2021.
EGU21-15777 | vPICO presentations | NH3.12
Conceptualising the effect of preferential flow on slow-moving landslides: from experiments to concepts and models.Thom Bogaard
Precipitation is one of the main causes for the initiation or reactivation of deep seated slow moving landslides. Preferential flow paths can have multiple origins, they can be due to changes in soil water content such as desiccation, due to mechanical movement or due to biological activity. The overarching characteristic is that they strongly alter the hydraulic properties of the landslide material. This results in a complex hydrological behaviour of deep-seated slow moving landslides. Research has shown that for instance the porosity of the soil, the fissure distribution and fissure connectivity are very important to predict the behaviour of the hydrological response of precipitation within a landslide body. However, due to large heterogeneity of landslide lithology and spatial and temporal variation of a landslide, it is hard to model water levels in landslides. Cracks and fissures inside the landslide are the cause of preferential flow paths, which can work as infiltration networks to the groundwater, but also as drainage networks lowering the (perched) groundwater levels.
In the last decades, both methodological progress has been made and several case studies have been published. However, most are still somewhat anecdotic examples and a more overarching conceptualisation has not been made yet. In this overview I want to highlight the progress as well as obstacles and challenges ahead of us when assessing and quantifying the impact of preferential flow paths on the mechanisms of a slow moving deep-seated landslide and to improve our understanding and modelling of complex landslides.
How to cite: Bogaard, T.: Conceptualising the effect of preferential flow on slow-moving landslides: from experiments to concepts and models., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15777, https://doi.org/10.5194/egusphere-egu21-15777, 2021.
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Precipitation is one of the main causes for the initiation or reactivation of deep seated slow moving landslides. Preferential flow paths can have multiple origins, they can be due to changes in soil water content such as desiccation, due to mechanical movement or due to biological activity. The overarching characteristic is that they strongly alter the hydraulic properties of the landslide material. This results in a complex hydrological behaviour of deep-seated slow moving landslides. Research has shown that for instance the porosity of the soil, the fissure distribution and fissure connectivity are very important to predict the behaviour of the hydrological response of precipitation within a landslide body. However, due to large heterogeneity of landslide lithology and spatial and temporal variation of a landslide, it is hard to model water levels in landslides. Cracks and fissures inside the landslide are the cause of preferential flow paths, which can work as infiltration networks to the groundwater, but also as drainage networks lowering the (perched) groundwater levels.
In the last decades, both methodological progress has been made and several case studies have been published. However, most are still somewhat anecdotic examples and a more overarching conceptualisation has not been made yet. In this overview I want to highlight the progress as well as obstacles and challenges ahead of us when assessing and quantifying the impact of preferential flow paths on the mechanisms of a slow moving deep-seated landslide and to improve our understanding and modelling of complex landslides.
How to cite: Bogaard, T.: Conceptualising the effect of preferential flow on slow-moving landslides: from experiments to concepts and models., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15777, https://doi.org/10.5194/egusphere-egu21-15777, 2021.
EGU21-3692 | vPICO presentations | NH3.12
Dynamics and physics-based rainfall thresholds for a deep-seated landslideYuankun Xu, Zhong Lu, and Jinwoo Kim
The Hooskanaden landslide is a large (~600 m wide × 1,300 m long), deep (~30 – 45 m) slide located in southwestern Oregon, United States. Since 1958, it has had five moderate/major movements that catastrophically damaged the intersecting U.S. Highway 101, along with persistent slow wet‐season movements and a long‐term accelerating trend due to coastal erosion. Multiple remote sensing approaches, borehole measurements, and hydrological observations were integrated to interpret the motion behaviors of the slide. Pixel offset tracking of both Sentinel‐1 and Sentinel‐2 images was carried out to reconstruct the 3D displacement field of the 2019 major event, and the results agree well with field measurements. A 12‐year displacement history of the landslide from 2007 to 2019 was retrieved by incorporating offsets from LiDAR DEM gradients and InSAR (Interferometric Synthetic Aperture Radar) processing of ALOS and Sentinel‐1 images. Comparisons with daily/hourly ground precipitation reveal that the motion dynamics are predominantly controlled by intensity and temporal pattern of rainfall. A new empirical threefold rainfall threshold was therefore proposed to forecast the dates for the moderate/major movements. This threshold relies upon antecedent water‐year and previous 3‐day and daily precipitation, and was able to represent observed movement periods well. Adaptation of our threshold methodology could prove useful for other large, deep landslides for which temporal forecasting has long been generally intractable. The averaged characteristic hydraulic conductivity and diffusivity were estimated as 6.6 × 10−6 m/s and 6.6 × 10−4 m2/s, respectively, based on the time lags between rainfall pulses and slide accelerations. Hydrologic modeling using these parameters helps to explain the ability of the new rainfall threshold.
How to cite: Xu, Y., Lu, Z., and Kim, J.: Dynamics and physics-based rainfall thresholds for a deep-seated landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3692, https://doi.org/10.5194/egusphere-egu21-3692, 2021.
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The Hooskanaden landslide is a large (~600 m wide × 1,300 m long), deep (~30 – 45 m) slide located in southwestern Oregon, United States. Since 1958, it has had five moderate/major movements that catastrophically damaged the intersecting U.S. Highway 101, along with persistent slow wet‐season movements and a long‐term accelerating trend due to coastal erosion. Multiple remote sensing approaches, borehole measurements, and hydrological observations were integrated to interpret the motion behaviors of the slide. Pixel offset tracking of both Sentinel‐1 and Sentinel‐2 images was carried out to reconstruct the 3D displacement field of the 2019 major event, and the results agree well with field measurements. A 12‐year displacement history of the landslide from 2007 to 2019 was retrieved by incorporating offsets from LiDAR DEM gradients and InSAR (Interferometric Synthetic Aperture Radar) processing of ALOS and Sentinel‐1 images. Comparisons with daily/hourly ground precipitation reveal that the motion dynamics are predominantly controlled by intensity and temporal pattern of rainfall. A new empirical threefold rainfall threshold was therefore proposed to forecast the dates for the moderate/major movements. This threshold relies upon antecedent water‐year and previous 3‐day and daily precipitation, and was able to represent observed movement periods well. Adaptation of our threshold methodology could prove useful for other large, deep landslides for which temporal forecasting has long been generally intractable. The averaged characteristic hydraulic conductivity and diffusivity were estimated as 6.6 × 10−6 m/s and 6.6 × 10−4 m2/s, respectively, based on the time lags between rainfall pulses and slide accelerations. Hydrologic modeling using these parameters helps to explain the ability of the new rainfall threshold.
How to cite: Xu, Y., Lu, Z., and Kim, J.: Dynamics and physics-based rainfall thresholds for a deep-seated landslide, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3692, https://doi.org/10.5194/egusphere-egu21-3692, 2021.
EGU21-12447 | vPICO presentations | NH3.12
Water balance based on field monitoring for the assessment of landslide predisposing conditions in a slope covered with pyroclastic deposits over fractured limestone bedrockRoberto Greco, Luca Comegna, Emilia Damiano, Pasquale Marino, and Lucio Olivares
Many mountainous areas of Campania, southern Italy, are characterized by steep slopes covered with shallow deposits of loose pyroclastic materials, usually in unsaturated conditions, mainly constituted by layers of volcanic ash and pumice lapilli. The total cover thickness is quite variable, between 1.5 m and 2.5 m in the steepest part of the slopes while it reaches several meters at the foot, and it lays upon fractured limestone bedrock. Such pyroclastic materials usually exhibit extremely high porosity (even up to 75%) and saturated hydraulic conductivity (in the order of 10-4 m/s). The equilibrium of the soil cover is ensured, up to inclination angles of 50°, by the contribution of soil suction to shear strength. Wetting of the soil cover during rainfall infiltration can cause a reduction of suction and, therefore, of the effective shear strength. This action sometimes leads to the triggering of shallow landslides, which often develop in the form of fast and destructive flows.
To capture the main effects of precipitations on the equilibrium of these slopes, hydrological monitoring activities have been carried out at the slope of Cervinara, located around 40 km northeast of Naples, where a destructive flowslide occurred in December 1999. An automatic hydro-meteorological station was installed at the elevation of 585m a.s.l., immediately near the scarp of the major landslide occurred in 1999. The meteorological equipment includes a rain gauge, a thermo-hygrometer, a thermocouple for soil temperature, an anemometer, a pyranometer, and a barometric sensor. The hydrological equipment consists of six tensiometers (located at depths between -0.2 m and -3.0 m below the ground surface) and six metallic time domain reflectometry probes (buried at depths between -0.3 m and -2.0 m) for the measurements of soil suction and water content, respectively. Furthermore, the water level in two streams located at the foot of the slope has been first manually monitored every month, and then, since March 2019, one of the two stream sections was instrumented with a probe, measuring water pressure, temperature, and electrical conductivity with hourly resolution.
The measurements allowed quantifying the major hydrological processes draining the soil cover after rainwater infiltration (i.e. evapotranspiration, overland and sub-surface runoff, leakage through the soil-bedrock interface), eventually assessing the water balance of the slope for three hydrological years (2017-2018, 2018-2019, 2019-2020). The field monitoring data allowed the identification of the complex hydrological processes involving the unsaturated pyroclastic soil and the shallow groundwater system developing in the limestone bedrock, which control the conditions that potentially predispose the slope to landslide triggering. Specifically, late autumn has been identified as the potentially most critical period, when drainage through the soil-bedrock interface is not yet effective, owing to the still dry conditions at the base of the soil cover, but the slope already receives large amounts of precipitation.
How to cite: Greco, R., Comegna, L., Damiano, E., Marino, P., and Olivares, L.: Water balance based on field monitoring for the assessment of landslide predisposing conditions in a slope covered with pyroclastic deposits over fractured limestone bedrock, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12447, https://doi.org/10.5194/egusphere-egu21-12447, 2021.
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Many mountainous areas of Campania, southern Italy, are characterized by steep slopes covered with shallow deposits of loose pyroclastic materials, usually in unsaturated conditions, mainly constituted by layers of volcanic ash and pumice lapilli. The total cover thickness is quite variable, between 1.5 m and 2.5 m in the steepest part of the slopes while it reaches several meters at the foot, and it lays upon fractured limestone bedrock. Such pyroclastic materials usually exhibit extremely high porosity (even up to 75%) and saturated hydraulic conductivity (in the order of 10-4 m/s). The equilibrium of the soil cover is ensured, up to inclination angles of 50°, by the contribution of soil suction to shear strength. Wetting of the soil cover during rainfall infiltration can cause a reduction of suction and, therefore, of the effective shear strength. This action sometimes leads to the triggering of shallow landslides, which often develop in the form of fast and destructive flows.
To capture the main effects of precipitations on the equilibrium of these slopes, hydrological monitoring activities have been carried out at the slope of Cervinara, located around 40 km northeast of Naples, where a destructive flowslide occurred in December 1999. An automatic hydro-meteorological station was installed at the elevation of 585m a.s.l., immediately near the scarp of the major landslide occurred in 1999. The meteorological equipment includes a rain gauge, a thermo-hygrometer, a thermocouple for soil temperature, an anemometer, a pyranometer, and a barometric sensor. The hydrological equipment consists of six tensiometers (located at depths between -0.2 m and -3.0 m below the ground surface) and six metallic time domain reflectometry probes (buried at depths between -0.3 m and -2.0 m) for the measurements of soil suction and water content, respectively. Furthermore, the water level in two streams located at the foot of the slope has been first manually monitored every month, and then, since March 2019, one of the two stream sections was instrumented with a probe, measuring water pressure, temperature, and electrical conductivity with hourly resolution.
The measurements allowed quantifying the major hydrological processes draining the soil cover after rainwater infiltration (i.e. evapotranspiration, overland and sub-surface runoff, leakage through the soil-bedrock interface), eventually assessing the water balance of the slope for three hydrological years (2017-2018, 2018-2019, 2019-2020). The field monitoring data allowed the identification of the complex hydrological processes involving the unsaturated pyroclastic soil and the shallow groundwater system developing in the limestone bedrock, which control the conditions that potentially predispose the slope to landslide triggering. Specifically, late autumn has been identified as the potentially most critical period, when drainage through the soil-bedrock interface is not yet effective, owing to the still dry conditions at the base of the soil cover, but the slope already receives large amounts of precipitation.
How to cite: Greco, R., Comegna, L., Damiano, E., Marino, P., and Olivares, L.: Water balance based on field monitoring for the assessment of landslide predisposing conditions in a slope covered with pyroclastic deposits over fractured limestone bedrock, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12447, https://doi.org/10.5194/egusphere-egu21-12447, 2021.
EGU21-14772 | vPICO presentations | NH3.12
Modeling the additional root cohesion of four sub-tropical shrub and tree speciesElisa Arnone, Quintilio Napoleoni, and Leonardo Noto
The effect of plant roots on hillslope stabilization against rainfall-induced shallow landslides depends on the mutual interaction between biotechnical characteristics of the root system (i.e., root length, root tensile strength, root area, root diameter profile) with the soil root-zone and the hydrological processes therein. Describing adequately the root architecture of a plant species is useful when root strength models, such as the Root Bundle Model (RBM), are applied to assess the ultimate root reinforcement.
This study describes the preliminary results of the calibration of an existing Root Topological Model (RTM) combined with a RBM model to estimate the additional roots shear resistance of vegetation typical of a subtropical climate.
Specifically, the dataset of the root system of four Hong Kong native species of shrubs (Rhodomyrtus tomentosa and Melastoma sanguineum) and trees (Schefflera heptaphylla and Reevesia thyrsoidea) has been used. The dataset includes the measurements relative to both the root architecture, i.e., root diameter classes and number of roots as function of depth, and the root resistance, i.e. root tensile strengths for each diameter classes, which were obtained from laboratory test.
The present application allows for calibrating and exploiting the potentiality of the framework RTM-RBM in a climatic environment different from the Mediterranean one analyzed so far for its development, thus testing the response and the flexibility of the modeling framework. The availability of such a tool could enhance, for example, the assessment of the most suitable plant species to be adopted for the slope stabilization in different soil and/or climatic conditions.
How to cite: Arnone, E., Napoleoni, Q., and Noto, L.: Modeling the additional root cohesion of four sub-tropical shrub and tree species, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14772, https://doi.org/10.5194/egusphere-egu21-14772, 2021.
The effect of plant roots on hillslope stabilization against rainfall-induced shallow landslides depends on the mutual interaction between biotechnical characteristics of the root system (i.e., root length, root tensile strength, root area, root diameter profile) with the soil root-zone and the hydrological processes therein. Describing adequately the root architecture of a plant species is useful when root strength models, such as the Root Bundle Model (RBM), are applied to assess the ultimate root reinforcement.
This study describes the preliminary results of the calibration of an existing Root Topological Model (RTM) combined with a RBM model to estimate the additional roots shear resistance of vegetation typical of a subtropical climate.
Specifically, the dataset of the root system of four Hong Kong native species of shrubs (Rhodomyrtus tomentosa and Melastoma sanguineum) and trees (Schefflera heptaphylla and Reevesia thyrsoidea) has been used. The dataset includes the measurements relative to both the root architecture, i.e., root diameter classes and number of roots as function of depth, and the root resistance, i.e. root tensile strengths for each diameter classes, which were obtained from laboratory test.
The present application allows for calibrating and exploiting the potentiality of the framework RTM-RBM in a climatic environment different from the Mediterranean one analyzed so far for its development, thus testing the response and the flexibility of the modeling framework. The availability of such a tool could enhance, for example, the assessment of the most suitable plant species to be adopted for the slope stabilization in different soil and/or climatic conditions.
How to cite: Arnone, E., Napoleoni, Q., and Noto, L.: Modeling the additional root cohesion of four sub-tropical shrub and tree species, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14772, https://doi.org/10.5194/egusphere-egu21-14772, 2021.
EGU21-10999 | vPICO presentations | NH3.12
Parameters calibration in rainfall induced landslides in the Langhe area (1994)Giulia Evangelista, Monica Barbero, Ilaria Butera, Marta Castelli, Pierluigi Claps, and Stefania Tamea
In this work we have tackled as a ‘cold case’ the prolonged rainfall and flood event occurred in the Piedmont region (Northern Italy) in November 1994, when several hundreds of shallow landslides occurred. The aim is to investigate the key trigger factors of the landslides and to put some focus on the possibility to obtain calibrated parameters thanks to the use of a regional geotechnical database.
This research has been motivated by the effort to close the methodological and conceptual gap between the use of low-detail approaches, proposed to explore wide investigation domains and that of complex ones, applied to single hillslope scale, typically relying on finite elements solutions.
To achieve the above-mentioned goals, a simple model was preferred (i.e. that of Rosso, Rulli, Vannucchi, 2006), since it allowed a better check on the sensitivity of soil parameter values to the instability condition, under the assumption that these were the main sources of uncertainty.
With reference to the 1994 event, a database of 238 observed landslide has been used, for which well-documented geometries and geotechnical parameters are available.
To address the specific aim of cohesion and permeability validation, the safety factor expression from Limit Equilibrium Analysis has been targeted to assume the value 1 for all the considered slopes subjected to the actual (measured) rainfall.
The comparison between locally calibrated cohesion and permeability and the reference ones found in the database shows some differences; in particular, in several cases, safety factors quite lower than 1 have been derived, compared to those obtained using the published parameter values. The overall uncertainty resulting from this gap has been analysed for a limited (5%) number of carefully examined landslides and it will lay the foundations for subsequent, more geometrically accurate, investigations.
How to cite: Evangelista, G., Barbero, M., Butera, I., Castelli, M., Claps, P., and Tamea, S.: Parameters calibration in rainfall induced landslides in the Langhe area (1994), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10999, https://doi.org/10.5194/egusphere-egu21-10999, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In this work we have tackled as a ‘cold case’ the prolonged rainfall and flood event occurred in the Piedmont region (Northern Italy) in November 1994, when several hundreds of shallow landslides occurred. The aim is to investigate the key trigger factors of the landslides and to put some focus on the possibility to obtain calibrated parameters thanks to the use of a regional geotechnical database.
This research has been motivated by the effort to close the methodological and conceptual gap between the use of low-detail approaches, proposed to explore wide investigation domains and that of complex ones, applied to single hillslope scale, typically relying on finite elements solutions.
To achieve the above-mentioned goals, a simple model was preferred (i.e. that of Rosso, Rulli, Vannucchi, 2006), since it allowed a better check on the sensitivity of soil parameter values to the instability condition, under the assumption that these were the main sources of uncertainty.
With reference to the 1994 event, a database of 238 observed landslide has been used, for which well-documented geometries and geotechnical parameters are available.
To address the specific aim of cohesion and permeability validation, the safety factor expression from Limit Equilibrium Analysis has been targeted to assume the value 1 for all the considered slopes subjected to the actual (measured) rainfall.
The comparison between locally calibrated cohesion and permeability and the reference ones found in the database shows some differences; in particular, in several cases, safety factors quite lower than 1 have been derived, compared to those obtained using the published parameter values. The overall uncertainty resulting from this gap has been analysed for a limited (5%) number of carefully examined landslides and it will lay the foundations for subsequent, more geometrically accurate, investigations.
How to cite: Evangelista, G., Barbero, M., Butera, I., Castelli, M., Claps, P., and Tamea, S.: Parameters calibration in rainfall induced landslides in the Langhe area (1994), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10999, https://doi.org/10.5194/egusphere-egu21-10999, 2021.
EGU21-14577 | vPICO presentations | NH3.12
Integration of multiple observed and model-derived hydrological variables in landslide initiation threshold models in RwandaJudith Uwihirwe, Markus Hrachowitz, and Thom Bogaard
This study was conducted using data collected from 3 catchments in North-Western region of Rwanda; Kivu, upper Nyabarongo and Mukungwa. We used two parsimonious models, a transfer function noise time series model and a linear reservoir conceptual model, to simulate groundwater levels using rainfall and potential evapotranspiration as model inputs. The transfer function noise model was identified as the model with great explanatory predictive power to simulate groundwater levels as compared to the linear reservoir model. Hereafter, the modelled groundwater levels were used together with precipitation to explain the landslide occurrence in the studied catchments. These variables were categorized into landslide predisposing conditions which include the standardized groundwater level on the landslide day ht and prior to landslide triggering event ht-1 and landslide triggering conditions which include the rainfall event, event intensity and duration. Receiver operating characteristics curve and area under the curve metrics were used to test the discriminatory power of each landslide explanatory variable. The maximum true skill statistics and the minimum radial distance were used to highlight the most informative hydrological and meteorological threshold levels above which landslide are high likely to occur in each catchment. We will discuss our results of incorporation of groundwater information in the landslide predictions and compare these results with landslide prediction capacity which solely use of precipitation thresholds.Here we focus on at the same time on the practicalities of data availability for day-to-day landslide hazard management, both in terms of missed and false alarms
How to cite: Uwihirwe, J., Hrachowitz, M., and Bogaard, T.: Integration of multiple observed and model-derived hydrological variables in landslide initiation threshold models in Rwanda , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14577, https://doi.org/10.5194/egusphere-egu21-14577, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
This study was conducted using data collected from 3 catchments in North-Western region of Rwanda; Kivu, upper Nyabarongo and Mukungwa. We used two parsimonious models, a transfer function noise time series model and a linear reservoir conceptual model, to simulate groundwater levels using rainfall and potential evapotranspiration as model inputs. The transfer function noise model was identified as the model with great explanatory predictive power to simulate groundwater levels as compared to the linear reservoir model. Hereafter, the modelled groundwater levels were used together with precipitation to explain the landslide occurrence in the studied catchments. These variables were categorized into landslide predisposing conditions which include the standardized groundwater level on the landslide day ht and prior to landslide triggering event ht-1 and landslide triggering conditions which include the rainfall event, event intensity and duration. Receiver operating characteristics curve and area under the curve metrics were used to test the discriminatory power of each landslide explanatory variable. The maximum true skill statistics and the minimum radial distance were used to highlight the most informative hydrological and meteorological threshold levels above which landslide are high likely to occur in each catchment. We will discuss our results of incorporation of groundwater information in the landslide predictions and compare these results with landslide prediction capacity which solely use of precipitation thresholds.Here we focus on at the same time on the practicalities of data availability for day-to-day landslide hazard management, both in terms of missed and false alarms
How to cite: Uwihirwe, J., Hrachowitz, M., and Bogaard, T.: Integration of multiple observed and model-derived hydrological variables in landslide initiation threshold models in Rwanda , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14577, https://doi.org/10.5194/egusphere-egu21-14577, 2021.
EGU21-8914 | vPICO presentations | NH3.12
Landslide Hazard and Exposure Modeling for Situational Awareness and Response in Rio de JaneiroDalia Kirschbaum, Felipe Mandarino, Raquel Fonseca, Ricardo D'Orsi, Robert Emberson, Thomas Stanley, and Sana Khan
The city of Rio de Janeiro is situated within a coastal region with steep slopes, intense seasonal rainfall, and vulnerable populations located on marginal slopes. Landslides are a seasonal challenge within the city and proximate regions and increasing real-time awareness of the hazard and exposure is paramount to saving lives and mitigating damage. A local alerting system has been developed for the city that leverages a global landslide hazard assessment for situational awareness (LHASA) framework, developed by NASA, with local rainfall thresholds and landslide susceptibility information. The LHASA-Rio system uses a decision tree approach to first identify extreme rainfall based on a series of rainfall thresholds established by Geo-Rio (the City’s agency responsible for landslide hazards) for 1 hour, 1 day or 1 hour and 4 day thresholds. This is then coupled with information on landslide susceptibility also developed by the Geo-Rio team. The LHASA-Rio system has been running operationally since 2017 within the city to provide real-time, high resolution estimates of areas within the city at higher hazard at 15-minute intervals consistent with the rainfall gauge network distributed throughout the city. Results of the LHASA-Rio system indicate excellent performance for several case studies where extreme rainfall triggered landslides within the city over areas identified as high hazard zones by LHASA-Rio. The model has recently been updated to accommodate additional rainfall thresholds to differentiate moderate to very high and critical intensities. The modeling effort is also incorporating information on landslide exposure by connecting the hazard estimates to city-wide data on population, road networks and other infrastructure. The goal of this system is ultimately to provide key tools to emergency response teams, civil protection and other hazard monitoring organizations within Rio’s City Government in real-time and provide actionable information for key communities, city management and planning. Future work of this system is the application of a regional precipitation forecast to improve the lead time.
This work has been done in partnership through an agreement established between NASA and the City of Rio de Janeiro in 2015 that was recently extended in 2020. This agreement seeks to support innovative efforts to better understand, anticipate, and monitor hazards and environmental issues, including heavy rainfall and landslides, urban flooding, air quality and water quality in and around the city. This collaboration leverages the unique attributes of NASA's satellite data and modeling frameworks and Rio de Janeiro's management and monitoring capabilities to improve awareness of how the city of Rio may be impacted by hazards and affected by climate change. If the success of this technology is demonstrated, other cities in the world with physiographic and socioeconomic characteristics similar to Rio de Janeiro may benefit by implementing, or strengthening, their own Early Warning Systems for landslides triggered by heavy rains using LHASA's open source algorithms and the experience gathered by the use of LHASA-Rio. This presentation highlights the achievements and advancements of the LHASA-Rio system and discusses lessons learned regarding the applications of the landslide modeling systems to advance decision-relevant science at the city level.
How to cite: Kirschbaum, D., Mandarino, F., Fonseca, R., D'Orsi, R., Emberson, R., Stanley, T., and Khan, S.: Landslide Hazard and Exposure Modeling for Situational Awareness and Response in Rio de Janeiro, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8914, https://doi.org/10.5194/egusphere-egu21-8914, 2021.
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The city of Rio de Janeiro is situated within a coastal region with steep slopes, intense seasonal rainfall, and vulnerable populations located on marginal slopes. Landslides are a seasonal challenge within the city and proximate regions and increasing real-time awareness of the hazard and exposure is paramount to saving lives and mitigating damage. A local alerting system has been developed for the city that leverages a global landslide hazard assessment for situational awareness (LHASA) framework, developed by NASA, with local rainfall thresholds and landslide susceptibility information. The LHASA-Rio system uses a decision tree approach to first identify extreme rainfall based on a series of rainfall thresholds established by Geo-Rio (the City’s agency responsible for landslide hazards) for 1 hour, 1 day or 1 hour and 4 day thresholds. This is then coupled with information on landslide susceptibility also developed by the Geo-Rio team. The LHASA-Rio system has been running operationally since 2017 within the city to provide real-time, high resolution estimates of areas within the city at higher hazard at 15-minute intervals consistent with the rainfall gauge network distributed throughout the city. Results of the LHASA-Rio system indicate excellent performance for several case studies where extreme rainfall triggered landslides within the city over areas identified as high hazard zones by LHASA-Rio. The model has recently been updated to accommodate additional rainfall thresholds to differentiate moderate to very high and critical intensities. The modeling effort is also incorporating information on landslide exposure by connecting the hazard estimates to city-wide data on population, road networks and other infrastructure. The goal of this system is ultimately to provide key tools to emergency response teams, civil protection and other hazard monitoring organizations within Rio’s City Government in real-time and provide actionable information for key communities, city management and planning. Future work of this system is the application of a regional precipitation forecast to improve the lead time.
This work has been done in partnership through an agreement established between NASA and the City of Rio de Janeiro in 2015 that was recently extended in 2020. This agreement seeks to support innovative efforts to better understand, anticipate, and monitor hazards and environmental issues, including heavy rainfall and landslides, urban flooding, air quality and water quality in and around the city. This collaboration leverages the unique attributes of NASA's satellite data and modeling frameworks and Rio de Janeiro's management and monitoring capabilities to improve awareness of how the city of Rio may be impacted by hazards and affected by climate change. If the success of this technology is demonstrated, other cities in the world with physiographic and socioeconomic characteristics similar to Rio de Janeiro may benefit by implementing, or strengthening, their own Early Warning Systems for landslides triggered by heavy rains using LHASA's open source algorithms and the experience gathered by the use of LHASA-Rio. This presentation highlights the achievements and advancements of the LHASA-Rio system and discusses lessons learned regarding the applications of the landslide modeling systems to advance decision-relevant science at the city level.
How to cite: Kirschbaum, D., Mandarino, F., Fonseca, R., D'Orsi, R., Emberson, R., Stanley, T., and Khan, S.: Landslide Hazard and Exposure Modeling for Situational Awareness and Response in Rio de Janeiro, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8914, https://doi.org/10.5194/egusphere-egu21-8914, 2021.
EGU21-12288 | vPICO presentations | NH3.12
Comparing landslide proximity to roads in national and event landslide inventoriesRenée A. Heijenk, Bruce D. Malamud, Faith E. Taylor, and Joanne L. Wood
Road influence on landslides is an often-used variable in landslide susceptibility models. However, in many studies, there is limited detail explaining the processes and interactions between roads and landslides; instead a constant road buffer or standard function is used. Here, we present a spatial statistical analysis of landslide proximity to roads across a range of geographic settings and landslide inventory types. We examine the proximity of landslide centroids to roads at regional to national scales using twelve landslide inventories; with a variety of inventory types (6 triggered event, 6 multi-temporal), mapping methods (2 field based, 6 remote sensing, and 4 a combination of the two), and country of origin (6 high and 6 low human development index). Each inventory contains between ≈270 to 81,000 landslides (nLandslides) and covers areas of ≈80 km2 to 385,000 km2.
We have developed a pyQGIS tool that calculates the distance between each landslide centroid and road vectors within the same drainage basin; this make sure no distances are calculated between landslides and roads that are on opposite sides of ridges and therefore do not influence each other. For each landslide inventory, we calculate the distance to the closest road for each landslide. We then compare this distribution that of a set of randomly generated points (number of random points is calculated for each landslide inventory using the equation nLandslides*100) to roads, to test whether landslide occurrence is influenced by road presence.
For ten of the twelve inventories, the results show no strong preference of landslides to occur closer to roads than the random points; the exceptions being landslide inventories that we believe have a bias towards roads due to the mapping remit (e.g. highway agencies). For some of the ten inventories showing no robust relationship with roads, we believe this is related to the location of the roads on the slope (e.g. at the toe, mid-slope or on the ridge), but it is not readily explainable in others. Based on our results, we suggest that a more nuanced use of road proximity within landslide susceptibility models should be adopted, and further research to understand the interactions between landslides and proximity to roads at the regional to national scale.
How to cite: Heijenk, R. A., Malamud, B. D., Taylor, F. E., and Wood, J. L.: Comparing landslide proximity to roads in national and event landslide inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12288, https://doi.org/10.5194/egusphere-egu21-12288, 2021.
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Road influence on landslides is an often-used variable in landslide susceptibility models. However, in many studies, there is limited detail explaining the processes and interactions between roads and landslides; instead a constant road buffer or standard function is used. Here, we present a spatial statistical analysis of landslide proximity to roads across a range of geographic settings and landslide inventory types. We examine the proximity of landslide centroids to roads at regional to national scales using twelve landslide inventories; with a variety of inventory types (6 triggered event, 6 multi-temporal), mapping methods (2 field based, 6 remote sensing, and 4 a combination of the two), and country of origin (6 high and 6 low human development index). Each inventory contains between ≈270 to 81,000 landslides (nLandslides) and covers areas of ≈80 km2 to 385,000 km2.
We have developed a pyQGIS tool that calculates the distance between each landslide centroid and road vectors within the same drainage basin; this make sure no distances are calculated between landslides and roads that are on opposite sides of ridges and therefore do not influence each other. For each landslide inventory, we calculate the distance to the closest road for each landslide. We then compare this distribution that of a set of randomly generated points (number of random points is calculated for each landslide inventory using the equation nLandslides*100) to roads, to test whether landslide occurrence is influenced by road presence.
For ten of the twelve inventories, the results show no strong preference of landslides to occur closer to roads than the random points; the exceptions being landslide inventories that we believe have a bias towards roads due to the mapping remit (e.g. highway agencies). For some of the ten inventories showing no robust relationship with roads, we believe this is related to the location of the roads on the slope (e.g. at the toe, mid-slope or on the ridge), but it is not readily explainable in others. Based on our results, we suggest that a more nuanced use of road proximity within landslide susceptibility models should be adopted, and further research to understand the interactions between landslides and proximity to roads at the regional to national scale.
How to cite: Heijenk, R. A., Malamud, B. D., Taylor, F. E., and Wood, J. L.: Comparing landslide proximity to roads in national and event landslide inventories, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12288, https://doi.org/10.5194/egusphere-egu21-12288, 2021.
EGU21-2674 | vPICO presentations | NH3.12
Derivation of landslide triggering thresholds in Sicily through artificial neural networksPierpaolo Distefano, David Johnny Peres, Pietro Scandura, and Antonino Cancelliere
Landslides are among the phenomena that can cause casualties among the population and provoke considerable damage to infrastructures, and public and private assets. Precipitation must be mentioned as the main natural driver of these phenomena. Over the years, landslide early warning systems (LEWS), aiming at reducing the exposure of the population, have been developed based on rainfall thresholds derived mostly by empirical methods, i.e. on finding a statistical link between the characteristics of precipitation (e.g. intensity and duration) and the occurrence of landslide movements. Commonly, landslide early warning thresholds are derived in the form of a power-law between rainfall intensity (or event rainfall) and duration.
One of the limitations of this approach is that using a predetermined form of the law may reduce its performances. In this work we investigate the advantages of removing such constraint by using artificial neural networks, which impose very low restrictions on the functional form of the threshold. We investigate this issue with reference to Sicily, Italy, where several landslide events have been documented in the past decades. In particular, we use rainfall data from almost 300 rain gauges from different monitoring network as the Sicilian hydrological observatory (Osservatorio delle Acque), the SIAS (Sicilian Agro-meteorological Information Service), the Department of Civil Protection (DPC) and almost 250 landslide events from FraneItalia (Calvello and Pecoraro, 2018). We then apply the CTRL-T code (Melillo et al., 2018) to automatically reconstruct rainfall events, identify the most probably rainfall condition that leads to slope failures and derive the traditional power-law threshold. Then, the pattern recognition skills of artificial neural networks (ANN) are exploited to search the possible empirical relationship between rainfall characteristics and slope failure. Several options for the ANN structure are investigated. Finally, we show a comparison between the results of the two approaches, based on Receiver Operating Characteristic (ROC) analysis. Results show some potential of the ANN-based approach in improving landslide forecasting, although some limitations may exist due to possible quality issues of landslide and rainfall data.
References
Calvello, M., & Pecoraro, G. (2018). FraneItalia: a catalog of recent Italian landslides. Geoenvironmental Disasters, 5(1), 1-16.
Melillo, M., Brunetti, M. T., Peruccacci, S., Gariano, S. L., Roccati, A., & Guzzetti, F. (2018). A tool for the automatic calculation of rainfall thresholds for landslide occurrence. Environmental Modelling & Software, 105, 230-243.
How to cite: Distefano, P., Peres, D. J., Scandura, P., and Cancelliere, A.: Derivation of landslide triggering thresholds in Sicily through artificial neural networks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2674, https://doi.org/10.5194/egusphere-egu21-2674, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Landslides are among the phenomena that can cause casualties among the population and provoke considerable damage to infrastructures, and public and private assets. Precipitation must be mentioned as the main natural driver of these phenomena. Over the years, landslide early warning systems (LEWS), aiming at reducing the exposure of the population, have been developed based on rainfall thresholds derived mostly by empirical methods, i.e. on finding a statistical link between the characteristics of precipitation (e.g. intensity and duration) and the occurrence of landslide movements. Commonly, landslide early warning thresholds are derived in the form of a power-law between rainfall intensity (or event rainfall) and duration.
One of the limitations of this approach is that using a predetermined form of the law may reduce its performances. In this work we investigate the advantages of removing such constraint by using artificial neural networks, which impose very low restrictions on the functional form of the threshold. We investigate this issue with reference to Sicily, Italy, where several landslide events have been documented in the past decades. In particular, we use rainfall data from almost 300 rain gauges from different monitoring network as the Sicilian hydrological observatory (Osservatorio delle Acque), the SIAS (Sicilian Agro-meteorological Information Service), the Department of Civil Protection (DPC) and almost 250 landslide events from FraneItalia (Calvello and Pecoraro, 2018). We then apply the CTRL-T code (Melillo et al., 2018) to automatically reconstruct rainfall events, identify the most probably rainfall condition that leads to slope failures and derive the traditional power-law threshold. Then, the pattern recognition skills of artificial neural networks (ANN) are exploited to search the possible empirical relationship between rainfall characteristics and slope failure. Several options for the ANN structure are investigated. Finally, we show a comparison between the results of the two approaches, based on Receiver Operating Characteristic (ROC) analysis. Results show some potential of the ANN-based approach in improving landslide forecasting, although some limitations may exist due to possible quality issues of landslide and rainfall data.
References
Calvello, M., & Pecoraro, G. (2018). FraneItalia: a catalog of recent Italian landslides. Geoenvironmental Disasters, 5(1), 1-16.
Melillo, M., Brunetti, M. T., Peruccacci, S., Gariano, S. L., Roccati, A., & Guzzetti, F. (2018). A tool for the automatic calculation of rainfall thresholds for landslide occurrence. Environmental Modelling & Software, 105, 230-243.
How to cite: Distefano, P., Peres, D. J., Scandura, P., and Cancelliere, A.: Derivation of landslide triggering thresholds in Sicily through artificial neural networks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2674, https://doi.org/10.5194/egusphere-egu21-2674, 2021.
EGU21-5454 | vPICO presentations | NH3.12
A study on an extensively applicable method for determining snowmelt-induced landslides warning periods based on a hydrological indexTakamasa Matsunaga and Shin'ya Katsura
In snow-covered regions, a large number of landslides are induced by infiltration of snowmelt water. Although it is very important to early find signs of increase in landslide activity such as cracks or bulges for preventing or mitigating snowmelt-induced landslide disasters, thick snow cover often makes it difficult to find them. In such cases, frequent patrols of slopes prone to landslides during periods with high risk can be effective. In Japan, snowmelt advisories are issued by the Japan Meteorological Agency while snowmelt-induced disasters (e.g., flood and landslides) are predicted based on meteorological conditions. Although it seems that snowmelt advisories can be used for judging whether patrols are required, it has been reported that snowmelt advisories are not issued for some days with high risk of snowmelt-induced landslides (Irasawa et al, 2011). Focused exclusively on landslides, Nakaya et al (2008) and Touhei et al (2016) proposed methods for capturing 70% of landslides by setting a critical level using reservoir inflow and river water level and flow rate as hydrological indices. These methods, however, are difficult to apply for areas affected by human impacts including irrigation and water intake and drainage of power stations. In this study, based on the antecedent precipitation index, reported as a hydrological index showing a good correlation with slow-moving landslide velocity (e.g., Enokida et al, 2002), we propose an extensively applicable method for setting snowmelt-induced landslides warning periods. The target areas are three 5-km meshes in Joetsu and Myoko Cities, Niigata Prefecture, central Japan, where heavy snowfall in winter and the underlying Tertiary sedimentary rocks cause many snowmelt-induced landslides every year. We used for analyses 285 landslide cases that occurred from December to May in 1979 to 2020 reported in data set on landslides compiled by the Niigata Prefectural government. We used (meltwater and/or rainwater), which is the total amount of water reaching the ground surface, instead of precipitation, for calculating the antecedent precipitation index. The amount of snowmelt was estimated based on the heat balance method using the Japan Meteorological Agency observation data alone (Matsunaga, 2019) for the center of each mesh with an average elevation within the mesh. and the antecedent index with a various half-life were calculated hourly. Using the standard score, calculated by normalizing the antecedent index, we determined the critical standard score capturing 70% of the target landslides in each mesh and the half-life minimizing the landslides warning periods (i.e., periods during which the standard score exceeds the critical standard score). These procedures resulted in the average landslides warning periods per year of 36 to 50 days with 36 to 318 hours of the half-life for all meshes. On the other hand, snowmelt advisories were issued for 30 days per year in average from 2013 to 2020, capturing only 36% of the target landslides. Thus, the method proposed in this study shows more than 30% higher landslide capture ratio and therefore is better than snowmelt advisories for setting snowmelt-induced landslides warning periods.
How to cite: Matsunaga, T. and Katsura, S.: A study on an extensively applicable method for determining snowmelt-induced landslides warning periods based on a hydrological index, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5454, https://doi.org/10.5194/egusphere-egu21-5454, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In snow-covered regions, a large number of landslides are induced by infiltration of snowmelt water. Although it is very important to early find signs of increase in landslide activity such as cracks or bulges for preventing or mitigating snowmelt-induced landslide disasters, thick snow cover often makes it difficult to find them. In such cases, frequent patrols of slopes prone to landslides during periods with high risk can be effective. In Japan, snowmelt advisories are issued by the Japan Meteorological Agency while snowmelt-induced disasters (e.g., flood and landslides) are predicted based on meteorological conditions. Although it seems that snowmelt advisories can be used for judging whether patrols are required, it has been reported that snowmelt advisories are not issued for some days with high risk of snowmelt-induced landslides (Irasawa et al, 2011). Focused exclusively on landslides, Nakaya et al (2008) and Touhei et al (2016) proposed methods for capturing 70% of landslides by setting a critical level using reservoir inflow and river water level and flow rate as hydrological indices. These methods, however, are difficult to apply for areas affected by human impacts including irrigation and water intake and drainage of power stations. In this study, based on the antecedent precipitation index, reported as a hydrological index showing a good correlation with slow-moving landslide velocity (e.g., Enokida et al, 2002), we propose an extensively applicable method for setting snowmelt-induced landslides warning periods. The target areas are three 5-km meshes in Joetsu and Myoko Cities, Niigata Prefecture, central Japan, where heavy snowfall in winter and the underlying Tertiary sedimentary rocks cause many snowmelt-induced landslides every year. We used for analyses 285 landslide cases that occurred from December to May in 1979 to 2020 reported in data set on landslides compiled by the Niigata Prefectural government. We used (meltwater and/or rainwater), which is the total amount of water reaching the ground surface, instead of precipitation, for calculating the antecedent precipitation index. The amount of snowmelt was estimated based on the heat balance method using the Japan Meteorological Agency observation data alone (Matsunaga, 2019) for the center of each mesh with an average elevation within the mesh. and the antecedent index with a various half-life were calculated hourly. Using the standard score, calculated by normalizing the antecedent index, we determined the critical standard score capturing 70% of the target landslides in each mesh and the half-life minimizing the landslides warning periods (i.e., periods during which the standard score exceeds the critical standard score). These procedures resulted in the average landslides warning periods per year of 36 to 50 days with 36 to 318 hours of the half-life for all meshes. On the other hand, snowmelt advisories were issued for 30 days per year in average from 2013 to 2020, capturing only 36% of the target landslides. Thus, the method proposed in this study shows more than 30% higher landslide capture ratio and therefore is better than snowmelt advisories for setting snowmelt-induced landslides warning periods.
How to cite: Matsunaga, T. and Katsura, S.: A study on an extensively applicable method for determining snowmelt-induced landslides warning periods based on a hydrological index, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5454, https://doi.org/10.5194/egusphere-egu21-5454, 2021.
EGU21-669 | vPICO presentations | NH3.12
Application of SIGMA model for landslide forecasting in Darjeeling HimalayasSamuele Segoni, Minu Treesa Abraham, Neelima Satyam, Ascanio Rosi, and Biswajeet Pradhan
SIGMA (Sistema Integrato Gestione Monitoraggio Allerta – integrated system for management, monitoring and alerting) is a landslide forecasting model at regional scale which is operational in Emilia Romagna (Italy) for more than 20 years. It was conceived to be operated with a sparse rain gauge network with coarse (daily) temporal resolution and to account for both shallow landslides (typically triggered by short and intense rainstorms) and deep seated landslides (typically triggered by long and less intense rainfalls). SIGMA model is based on the statistical distribution of cumulative rainfall values (calculated over varying time windows), and rainfall thresholds are defined as the multiples of standard deviation of the same, to identify anomalous rainfalls with the potential of triggering landslides.
In this study, SIGMA model is applied for the first time in a geographical location outside of Italy, i.e. Kalimpong town in India. The SIGMA algorithm is customized using the historical rainfall and landslide data of Kalimpong from 2010 to 2015 and has been validated using the data from 2016 to 2017. The model was validated by building a confusion matrix and calculating statistical skill scores, which were compared with those of the state-of-the-art intensity-duration rainfall thresholds derived for the region.
Results of the comparison clearly show that SIGMA performs much better than the other models in forecasting landslides: all instances of the validation confusion matrix are improved, and all skill scores are higher than I-D thresholds, with an efficiency of 92% and a likelihood ratio of 11.28. We explain this outcome mainly with technical characteristics of the site: when only daily rainfall measurements from a spare gauge network are available, SIGMA outperforms other approaches based on peak measurements, like intensity – duration thresholds, which cannot be captured adequately by daily measurements. SIGMA model thus showed a good potential to be used as a part of the local Landslide Early Warning System (LEWS).
How to cite: Segoni, S., Abraham, M. T., Satyam, N., Rosi, A., and Pradhan, B.: Application of SIGMA model for landslide forecasting in Darjeeling Himalayas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-669, https://doi.org/10.5194/egusphere-egu21-669, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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SIGMA (Sistema Integrato Gestione Monitoraggio Allerta – integrated system for management, monitoring and alerting) is a landslide forecasting model at regional scale which is operational in Emilia Romagna (Italy) for more than 20 years. It was conceived to be operated with a sparse rain gauge network with coarse (daily) temporal resolution and to account for both shallow landslides (typically triggered by short and intense rainstorms) and deep seated landslides (typically triggered by long and less intense rainfalls). SIGMA model is based on the statistical distribution of cumulative rainfall values (calculated over varying time windows), and rainfall thresholds are defined as the multiples of standard deviation of the same, to identify anomalous rainfalls with the potential of triggering landslides.
In this study, SIGMA model is applied for the first time in a geographical location outside of Italy, i.e. Kalimpong town in India. The SIGMA algorithm is customized using the historical rainfall and landslide data of Kalimpong from 2010 to 2015 and has been validated using the data from 2016 to 2017. The model was validated by building a confusion matrix and calculating statistical skill scores, which were compared with those of the state-of-the-art intensity-duration rainfall thresholds derived for the region.
Results of the comparison clearly show that SIGMA performs much better than the other models in forecasting landslides: all instances of the validation confusion matrix are improved, and all skill scores are higher than I-D thresholds, with an efficiency of 92% and a likelihood ratio of 11.28. We explain this outcome mainly with technical characteristics of the site: when only daily rainfall measurements from a spare gauge network are available, SIGMA outperforms other approaches based on peak measurements, like intensity – duration thresholds, which cannot be captured adequately by daily measurements. SIGMA model thus showed a good potential to be used as a part of the local Landslide Early Warning System (LEWS).
How to cite: Segoni, S., Abraham, M. T., Satyam, N., Rosi, A., and Pradhan, B.: Application of SIGMA model for landslide forecasting in Darjeeling Himalayas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-669, https://doi.org/10.5194/egusphere-egu21-669, 2021.
EGU21-8221 | vPICO presentations | NH3.12
Towards the use of hydrometeorological thresholds for the regional-scale LEWS of Catalonia (NE Spain).Rosa M Palau, Marcel Hürlimann, Marc Berenguer, and Daniel Sempere-Torres
Risk mitigation for shallow slides and debris flows at a regional scale is a challenge. Landslide early warning systems (LEWS) are a helpful tool to anticipate the time and location of possible landslide events so that the authorities in charge of managing the landslide risk can plan their actions.
Traditionally, regional LEWS rely on rainfall information to asses if the landslide triggering conditions are met. However, in many cases, soil moisture is a predisposing factor that plays a major role in landslide initiation. Therefore, accounting for soil moisture conditions could improve the performance of LEWS.
Here we present the preliminary results defining hydrometeorological thresholds for the region of Catalonia (NE Spain). Such thresholds have been derived combining rainfall information from ground-based radar observations and the volumetric water content simulated by the LISFLOOD hydrological model. The information of recent and historical landslide events contained in a landslide inventory has been used to adjust the hydrometeorological thresholds.
The new hydrometeorological thresholds have been implemented into the regional-scale LEWS for the region of Catalonia. Finally, the performance of the two versions of the LEWS (i.e. solely based on rainfall observations and adding soil moisture conditions) has been analysed for a recent rainfall event that triggered multiple landslides.
How to cite: Palau, R. M., Hürlimann, M., Berenguer, M., and Sempere-Torres, D.: Towards the use of hydrometeorological thresholds for the regional-scale LEWS of Catalonia (NE Spain)., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8221, https://doi.org/10.5194/egusphere-egu21-8221, 2021.
Risk mitigation for shallow slides and debris flows at a regional scale is a challenge. Landslide early warning systems (LEWS) are a helpful tool to anticipate the time and location of possible landslide events so that the authorities in charge of managing the landslide risk can plan their actions.
Traditionally, regional LEWS rely on rainfall information to asses if the landslide triggering conditions are met. However, in many cases, soil moisture is a predisposing factor that plays a major role in landslide initiation. Therefore, accounting for soil moisture conditions could improve the performance of LEWS.
Here we present the preliminary results defining hydrometeorological thresholds for the region of Catalonia (NE Spain). Such thresholds have been derived combining rainfall information from ground-based radar observations and the volumetric water content simulated by the LISFLOOD hydrological model. The information of recent and historical landslide events contained in a landslide inventory has been used to adjust the hydrometeorological thresholds.
The new hydrometeorological thresholds have been implemented into the regional-scale LEWS for the region of Catalonia. Finally, the performance of the two versions of the LEWS (i.e. solely based on rainfall observations and adding soil moisture conditions) has been analysed for a recent rainfall event that triggered multiple landslides.
How to cite: Palau, R. M., Hürlimann, M., Berenguer, M., and Sempere-Torres, D.: Towards the use of hydrometeorological thresholds for the regional-scale LEWS of Catalonia (NE Spain)., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8221, https://doi.org/10.5194/egusphere-egu21-8221, 2021.
EGU21-2271 | vPICO presentations | NH3.12
Definition of 3D rainfall thresholds for operative LEWSAscanio Rosi, Antonio Monni, Angela Gallucci, and Nicola Casagli
Rainfall induced landslide is one of the most common hazards worldwide and it is responsible every year of huge losses, both economic and social.
Because of the high impact of this kind of natural hazard, the forecasting of the meteorological condition associated with the initiation of landslide has become paramount in the recent years and several papers addressing this issue have been published.
When working over large areas, the definition of rainfall thresholds is the most used approach, since it requires few data that can be easily retrieved: landslide triggering date and location and rainfall recording associated to landslide events.
The intensity-duration threshold is the most used approach and it showed over the time its potential to be implemented in an operative landslide early warning system (LEWS), but literature papers showed that this approach is affected by a main drawback, i.e., the high number of false positives (events that are not capable of triggering landslides are classified as landslide triggering events).
To overcome this problem several authors tried to combine these thresholds with other parameters and recently one of the most promising approach is the use of the antecedent soil moisture condition, but this parameter is note very easily available for large areas and it is difficult to retrieve it in real time, so as it can be used in a LEWS.
In our work we used antecedent rainfall to simulate the progressive saturation of the soil and then the soil moisture condition associated with the initiation of landslides.
In a given area the total rainfall recorded by each rain gauge over a defined period of time prior the landslide is considered and used to define a parameter named MeAR (Mean Antecedent Rainfall), which represent the mean rainfall of the area over a given time interval, as recorded by all the active rain gauges.
The MeAR parameter has been coupled with classical I-D thresholds to define 3D thresholds, where the conditions associated with the initiation of a landslide are defined by a portion of a 3D space, instead of a portion of a 2D plane. This approach has been tested in Emilia-Romagna region (Italy) and it resulted the possibility of reducing false positives from 30% up to 80% on different areas.
How to cite: Rosi, A., Monni, A., Gallucci, A., and Casagli, N.: Definition of 3D rainfall thresholds for operative LEWS, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2271, https://doi.org/10.5194/egusphere-egu21-2271, 2021.
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Rainfall induced landslide is one of the most common hazards worldwide and it is responsible every year of huge losses, both economic and social.
Because of the high impact of this kind of natural hazard, the forecasting of the meteorological condition associated with the initiation of landslide has become paramount in the recent years and several papers addressing this issue have been published.
When working over large areas, the definition of rainfall thresholds is the most used approach, since it requires few data that can be easily retrieved: landslide triggering date and location and rainfall recording associated to landslide events.
The intensity-duration threshold is the most used approach and it showed over the time its potential to be implemented in an operative landslide early warning system (LEWS), but literature papers showed that this approach is affected by a main drawback, i.e., the high number of false positives (events that are not capable of triggering landslides are classified as landslide triggering events).
To overcome this problem several authors tried to combine these thresholds with other parameters and recently one of the most promising approach is the use of the antecedent soil moisture condition, but this parameter is note very easily available for large areas and it is difficult to retrieve it in real time, so as it can be used in a LEWS.
In our work we used antecedent rainfall to simulate the progressive saturation of the soil and then the soil moisture condition associated with the initiation of landslides.
In a given area the total rainfall recorded by each rain gauge over a defined period of time prior the landslide is considered and used to define a parameter named MeAR (Mean Antecedent Rainfall), which represent the mean rainfall of the area over a given time interval, as recorded by all the active rain gauges.
The MeAR parameter has been coupled with classical I-D thresholds to define 3D thresholds, where the conditions associated with the initiation of a landslide are defined by a portion of a 3D space, instead of a portion of a 2D plane. This approach has been tested in Emilia-Romagna region (Italy) and it resulted the possibility of reducing false positives from 30% up to 80% on different areas.
How to cite: Rosi, A., Monni, A., Gallucci, A., and Casagli, N.: Definition of 3D rainfall thresholds for operative LEWS, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2271, https://doi.org/10.5194/egusphere-egu21-2271, 2021.
EGU21-2072 | vPICO presentations | NH3.12
Combining rainfall thresholds and field monitoring data for development of LEWS.Maria Alexandra Bulzinetti, Minu Treesa Abraham, Neelima Satyam, Biswajeet Pradhan, and Samuele Segoni
Landslide Early Warning Systems (LEWS) can provide enough time to take necessary precautions before the occurrence of landslides and can reduce the risk associated with it. Deriving empirical rainfall thresholds is the conventional approach in developing regional scale LEWS, but the major drawback of this approach is the relatively high number of false alarms. In this study, a prototype method for LEWS is proposed by combining rainfall thresholds and field monitoring data from MicroElectroMechanical Systems (MEMS) units that integrate a tilt sensor, a soil moisture meter and a real-time wireless transmitter. The study was conducted in the Kalimpong district of West Bengal, India. Tilt sensors were installed at different locations on unstable slopes of Kalimpong since July 2017 and the observations from July 2017 to August 2020 were used to enhance the performance of the existing rainfall thresholds.
During this period, both rainfall thresholds and tilt meters, when used separately, systematically overestimated landslide hazard, producing high false alarm rates. However, it was found that using a decisional algorithm that combines both approaches can reduce the false alarms and improve the overall efficiency of the system from 84 % (based on rainfall thresholds) to 92 % (combined method). The prototype LEWS is found to be promising to be developed as an operational LEWS capable to issue alerts with a lead time of 24 h.
The method is simple and can be easy exported to other sites with historical rainfall and landslide data and a network of slope monitoring sensors. Cost of installation of a large number of sensors is a major concern for developing countries like India, hence a cost-effective approach is used in this study: the use of MEMS sensors along with empirical rainfall thresholds is thus a simple and economical approach for the prediction of landslide events.
How to cite: Bulzinetti, M. A., Abraham, M. T., Satyam, N., Pradhan, B., and Segoni, S.: Combining rainfall thresholds and field monitoring data for development of LEWS., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2072, https://doi.org/10.5194/egusphere-egu21-2072, 2021.
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Landslide Early Warning Systems (LEWS) can provide enough time to take necessary precautions before the occurrence of landslides and can reduce the risk associated with it. Deriving empirical rainfall thresholds is the conventional approach in developing regional scale LEWS, but the major drawback of this approach is the relatively high number of false alarms. In this study, a prototype method for LEWS is proposed by combining rainfall thresholds and field monitoring data from MicroElectroMechanical Systems (MEMS) units that integrate a tilt sensor, a soil moisture meter and a real-time wireless transmitter. The study was conducted in the Kalimpong district of West Bengal, India. Tilt sensors were installed at different locations on unstable slopes of Kalimpong since July 2017 and the observations from July 2017 to August 2020 were used to enhance the performance of the existing rainfall thresholds.
During this period, both rainfall thresholds and tilt meters, when used separately, systematically overestimated landslide hazard, producing high false alarm rates. However, it was found that using a decisional algorithm that combines both approaches can reduce the false alarms and improve the overall efficiency of the system from 84 % (based on rainfall thresholds) to 92 % (combined method). The prototype LEWS is found to be promising to be developed as an operational LEWS capable to issue alerts with a lead time of 24 h.
The method is simple and can be easy exported to other sites with historical rainfall and landslide data and a network of slope monitoring sensors. Cost of installation of a large number of sensors is a major concern for developing countries like India, hence a cost-effective approach is used in this study: the use of MEMS sensors along with empirical rainfall thresholds is thus a simple and economical approach for the prediction of landslide events.
How to cite: Bulzinetti, M. A., Abraham, M. T., Satyam, N., Pradhan, B., and Segoni, S.: Combining rainfall thresholds and field monitoring data for development of LEWS., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2072, https://doi.org/10.5194/egusphere-egu21-2072, 2021.
EGU21-2005 | vPICO presentations | NH3.12
Integrating landslide susceptibility maps into warning models at regional scale in ItalyGaetano Pecoraro and Michele Calvello
The importance of susceptibility maps in the initial phase of landslide hazard and risk assessment is widely recognized in the literature, since they provide to stakeholders a general overview of the location of landslide prone areas. Usually, the use of these maps is limited to support land use planning. However, many researchers have recently recognized that susceptibility maps may also be used to improve the performance and spatial resolution of landslide warning at regional scale and provide a better updating of hazard assessment over time. Indeed, landslides prediction may be difficult at regional scale only considering rainfall condition, due to the difference of the spatial and temporal distribution of rainfall and the complex diversity of the disaster-prone environment (topography, geology, and lithology). As a result, a critical issue of models solely based on rainfall thresholds may be the issuing of warnings in areas that are not prone to landslide occurrence, resulting in an excessive number of false positives. In this work, we propose a methodology aimed at combining a susceptibility map and a set of rainfall thresholds by using a matrix approach to refine the performance of an early warning model at regional scale. The main aim is the combination of rainfall thresholds (typically used to accomplish a dynamic temporal forecasting with good temporal resolution but very coarse spatial resolution), with landslide susceptibility maps (providing static spatial information about the probability of landslide occurrence with a finer resolution). The methodology presented herein could allow a better prediction of “where” and “when” landslides may occur, thus: i) allowing to define a time-dependent level of hazard associated to their possible occurrence, and ii) markedly refining the spatial resolution of warning models employed at regional scale, given that areas susceptible to landslides typically represent only a fraction of territorial warning zones.
How to cite: Pecoraro, G. and Calvello, M.: Integrating landslide susceptibility maps into warning models at regional scale in Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2005, https://doi.org/10.5194/egusphere-egu21-2005, 2021.
The importance of susceptibility maps in the initial phase of landslide hazard and risk assessment is widely recognized in the literature, since they provide to stakeholders a general overview of the location of landslide prone areas. Usually, the use of these maps is limited to support land use planning. However, many researchers have recently recognized that susceptibility maps may also be used to improve the performance and spatial resolution of landslide warning at regional scale and provide a better updating of hazard assessment over time. Indeed, landslides prediction may be difficult at regional scale only considering rainfall condition, due to the difference of the spatial and temporal distribution of rainfall and the complex diversity of the disaster-prone environment (topography, geology, and lithology). As a result, a critical issue of models solely based on rainfall thresholds may be the issuing of warnings in areas that are not prone to landslide occurrence, resulting in an excessive number of false positives. In this work, we propose a methodology aimed at combining a susceptibility map and a set of rainfall thresholds by using a matrix approach to refine the performance of an early warning model at regional scale. The main aim is the combination of rainfall thresholds (typically used to accomplish a dynamic temporal forecasting with good temporal resolution but very coarse spatial resolution), with landslide susceptibility maps (providing static spatial information about the probability of landslide occurrence with a finer resolution). The methodology presented herein could allow a better prediction of “where” and “when” landslides may occur, thus: i) allowing to define a time-dependent level of hazard associated to their possible occurrence, and ii) markedly refining the spatial resolution of warning models employed at regional scale, given that areas susceptible to landslides typically represent only a fraction of territorial warning zones.
How to cite: Pecoraro, G. and Calvello, M.: Integrating landslide susceptibility maps into warning models at regional scale in Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2005, https://doi.org/10.5194/egusphere-egu21-2005, 2021.
EGU21-10647 | vPICO presentations | NH3.12
Recent Development of the Hong Kong Landslip Warning SystemRaymond Cheung, Edward Chu, Rachel Law, and Philip Chung
Hong Kong is situated at the south-eastern tip of China. It has a sub-tropical climate, with a rainy season from April to October each year. Rainfall intensities can be high, with 50 mm to 100 mm per hour and 250 mm to 350 mm in 24 hours being not uncommon. Because of its mountainous terrain, Hong Kong is susceptible to landsliding during the periods of heavy rainfall. As part of the Slope Safety System, the Geotechnical Engineering Office (GEO) of the Hong Kong Special Administrative Region Government has been operating a territory-wide Landslip Warning System for over 40 years. The primary objective of the Landslip Warning is to forewarn the public of possible landslide risk during periods of heavy rainfall. This paper summarises the major components of the current GEO Landslip Warning System as a landslide risk management tool. Hong Kong has an extensive network of automatic raingauges and comprehensive records of landslides. With this, rainfall-landslide correlation models have been established and updated regularly through statistical means to facilitate the prediction of the severity of landslide based on real-time rainfall recorded in the raingauge network and the rainfall forecast by the Hong Kong Observatory (HKO). The System has been continuously enhanced and upgraded along with the development of novel technology and analytical techniques. Currently, Internet of Things (IoT) technology are used in the automatic raingauge network jointly operated by the GEO and the HKO to ensure reliable data transmission. The collected rainfall data are stored and processed using cloud computing service that predicts the severity of landslide at every five-minute intervals. The prediction allows the GEO and the HKO to determine the necessity of issuing a Landslip Warning. Apart from technology, the effectiveness of the Landslip Warning also depends on the actions taken by the public when it is in force. The GEO has ongoing public education campaigns to raise the public awareness and preparedness to reduce vulnerability to landslide hazards. In recent years, occurrence of severe landslides and casualties in landslide have been significantly reduced, which is attributed largely to the successful implementation of the Slope Safety System and partly to the absence of extreme rainfall events. As a result, there is a genuine concern that the public is becoming complacent to the potential landslide hazards. The GEO has enhanced the efforts in maintaining public participation in combating landslide hazards and improved the public perception of the landslide risk of a rainstorm by using a quantitative Landslide Potential Index. Besides providing public warning, the GEO also endeavours to enhance the emergency response to landslide incidents through innovative solutions. Selected debris barriers are installed with IoT sensors for providing immediate alert of the occurrence of sizable landslides and quadrupled robots are being studied and tested for inspecting landslide sites. It is anticipated that innovation and technology have great potential in improving the GEO’s capability in emergency management, in particular in the case of extreme rainfall events that are expected be more frequent and intense in future.
How to cite: Cheung, R., Chu, E., Law, R., and Chung, P.: Recent Development of the Hong Kong Landslip Warning System, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10647, https://doi.org/10.5194/egusphere-egu21-10647, 2021.
Hong Kong is situated at the south-eastern tip of China. It has a sub-tropical climate, with a rainy season from April to October each year. Rainfall intensities can be high, with 50 mm to 100 mm per hour and 250 mm to 350 mm in 24 hours being not uncommon. Because of its mountainous terrain, Hong Kong is susceptible to landsliding during the periods of heavy rainfall. As part of the Slope Safety System, the Geotechnical Engineering Office (GEO) of the Hong Kong Special Administrative Region Government has been operating a territory-wide Landslip Warning System for over 40 years. The primary objective of the Landslip Warning is to forewarn the public of possible landslide risk during periods of heavy rainfall. This paper summarises the major components of the current GEO Landslip Warning System as a landslide risk management tool. Hong Kong has an extensive network of automatic raingauges and comprehensive records of landslides. With this, rainfall-landslide correlation models have been established and updated regularly through statistical means to facilitate the prediction of the severity of landslide based on real-time rainfall recorded in the raingauge network and the rainfall forecast by the Hong Kong Observatory (HKO). The System has been continuously enhanced and upgraded along with the development of novel technology and analytical techniques. Currently, Internet of Things (IoT) technology are used in the automatic raingauge network jointly operated by the GEO and the HKO to ensure reliable data transmission. The collected rainfall data are stored and processed using cloud computing service that predicts the severity of landslide at every five-minute intervals. The prediction allows the GEO and the HKO to determine the necessity of issuing a Landslip Warning. Apart from technology, the effectiveness of the Landslip Warning also depends on the actions taken by the public when it is in force. The GEO has ongoing public education campaigns to raise the public awareness and preparedness to reduce vulnerability to landslide hazards. In recent years, occurrence of severe landslides and casualties in landslide have been significantly reduced, which is attributed largely to the successful implementation of the Slope Safety System and partly to the absence of extreme rainfall events. As a result, there is a genuine concern that the public is becoming complacent to the potential landslide hazards. The GEO has enhanced the efforts in maintaining public participation in combating landslide hazards and improved the public perception of the landslide risk of a rainstorm by using a quantitative Landslide Potential Index. Besides providing public warning, the GEO also endeavours to enhance the emergency response to landslide incidents through innovative solutions. Selected debris barriers are installed with IoT sensors for providing immediate alert of the occurrence of sizable landslides and quadrupled robots are being studied and tested for inspecting landslide sites. It is anticipated that innovation and technology have great potential in improving the GEO’s capability in emergency management, in particular in the case of extreme rainfall events that are expected be more frequent and intense in future.
How to cite: Cheung, R., Chu, E., Law, R., and Chung, P.: Recent Development of the Hong Kong Landslip Warning System, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10647, https://doi.org/10.5194/egusphere-egu21-10647, 2021.
EGU21-5618 | vPICO presentations | NH3.12
Five years of EDuMaP for the performance analysis of territorial landslide early warning systemsLuca Piciullo and Michele Calvello
Landslide early warning systems (LEWS) can be classified in either territorial or local systems (Piciullo et al., 2018). Systems addressing single landslides, at slope scale, can be named local LEWS (Lo-LEWS), systems operating over wide areas, at regional scale, can be referred to as territorial systems (Te-LEWS). Te-LEWS deal with the occurrence of several landslides within wide warning zones at municipal/regional/national scale. Nowadays, there are around 30 Te-LEWS operational worldwide (Piciullo et al., 2018; Guzzetti et al., 2020). The performance evaluation of such systems is often overlooked, and a standardized procedure is still missing. Often the performance evaluation is based on 2 by 2 contingency tables computed for the joint frequency distribution of landslides and alerts, both considered as dichotomous variables. This approach can lead to an imprecise assessment of the warning model, because it cannot differentiate among different levels of warning and the variable number of landslides that may occur in a time interval.
To overcome this issue Calvello and Piciullo (2016) proposed an original method for the performance analysis of a warning model, named EDuMaP, acronym of the method’s three main phases: Event analysis, Duration Matrix computation, Performance assessment. The method is centered around the computation of a n by m duration matrix that quantifies the time associated with the occurrence (and non-occurrence) of a given landslide event in relation to the different warning levels adopted by a Te-LEWS. Different performance criteria and indicators can be applied to evaluate the computed duration matrix.
Since 2016, the EDuMaP method has been applied to evaluate the performance of several Te-LEWS operational worldwide: Rio de Janeiro, Brazil (Calvello and Piciullo, 2016); Norway, Vestlandet (Piciullo et al., 2017a); Piemonte region, Italy (Piciullo et al., 2020), Amalfi coast, Italy (Piciullo et al., 2017b). These systems have different structures and warning models with either fixed or variable warning zones. In all cases, the EDuMaP method has proved to be flexible enough to successfully perform the evaluation of the warning models, highlighting critical and positive aspects of such systems, as well as proving that simpler evaluation methods do not allow a detailed assessment of the seriousness of the errors and of the correctness of the predictions of Te-LEWS (Piciullo et al., 2020).
Calvello M, Piciullo L (2016) Assessing the performance of regional landslide early warning models: the EDuMaP method. Nat Hazards Earth Syst Sc 16:103–122. https://doi.org/10.5194/nhess-16-103-2016
Guzzetti et al (2020) Geographical landslide early warning systems. Earth Sci Rev 200:102973. https://doi.org/10.1016/j.earsc irev.2019.102973
Piciullo et al (2018) Territorial early warning systems for rainfall-induced landslides. Earth Sci Rev 179:228–247. https://doi.org/10.1016/j.earscirev.2018.02.013
Piciullo et al (2017a) Adaptation of the EDuMaP method for the performance evaluation of the alerts issued on variable warning zones. Nat Hazards Earth Sys Sc 17:817–831. https://doi.org/10.5194/nhess-17-817-2017
Piciullo et al (2017b) Definition and performance of a threshold-based regional early warning model for rainfall-induced landslides. Landslides 14:995–1008. https://doi.org/10.1007/s10346-016-0750-2
Piciullo et al (2020). Standards for the performance assessment of territorial landslide early warning systems. Landslides 17:2533–2546. https://doi.org/10.1007/s10346-020-01486-4
How to cite: Piciullo, L. and Calvello, M.: Five years of EDuMaP for the performance analysis of territorial landslide early warning systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5618, https://doi.org/10.5194/egusphere-egu21-5618, 2021.
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Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Landslide early warning systems (LEWS) can be classified in either territorial or local systems (Piciullo et al., 2018). Systems addressing single landslides, at slope scale, can be named local LEWS (Lo-LEWS), systems operating over wide areas, at regional scale, can be referred to as territorial systems (Te-LEWS). Te-LEWS deal with the occurrence of several landslides within wide warning zones at municipal/regional/national scale. Nowadays, there are around 30 Te-LEWS operational worldwide (Piciullo et al., 2018; Guzzetti et al., 2020). The performance evaluation of such systems is often overlooked, and a standardized procedure is still missing. Often the performance evaluation is based on 2 by 2 contingency tables computed for the joint frequency distribution of landslides and alerts, both considered as dichotomous variables. This approach can lead to an imprecise assessment of the warning model, because it cannot differentiate among different levels of warning and the variable number of landslides that may occur in a time interval.
To overcome this issue Calvello and Piciullo (2016) proposed an original method for the performance analysis of a warning model, named EDuMaP, acronym of the method’s three main phases: Event analysis, Duration Matrix computation, Performance assessment. The method is centered around the computation of a n by m duration matrix that quantifies the time associated with the occurrence (and non-occurrence) of a given landslide event in relation to the different warning levels adopted by a Te-LEWS. Different performance criteria and indicators can be applied to evaluate the computed duration matrix.
Since 2016, the EDuMaP method has been applied to evaluate the performance of several Te-LEWS operational worldwide: Rio de Janeiro, Brazil (Calvello and Piciullo, 2016); Norway, Vestlandet (Piciullo et al., 2017a); Piemonte region, Italy (Piciullo et al., 2020), Amalfi coast, Italy (Piciullo et al., 2017b). These systems have different structures and warning models with either fixed or variable warning zones. In all cases, the EDuMaP method has proved to be flexible enough to successfully perform the evaluation of the warning models, highlighting critical and positive aspects of such systems, as well as proving that simpler evaluation methods do not allow a detailed assessment of the seriousness of the errors and of the correctness of the predictions of Te-LEWS (Piciullo et al., 2020).
Calvello M, Piciullo L (2016) Assessing the performance of regional landslide early warning models: the EDuMaP method. Nat Hazards Earth Syst Sc 16:103–122. https://doi.org/10.5194/nhess-16-103-2016
Guzzetti et al (2020) Geographical landslide early warning systems. Earth Sci Rev 200:102973. https://doi.org/10.1016/j.earsc irev.2019.102973
Piciullo et al (2018) Territorial early warning systems for rainfall-induced landslides. Earth Sci Rev 179:228–247. https://doi.org/10.1016/j.earscirev.2018.02.013
Piciullo et al (2017a) Adaptation of the EDuMaP method for the performance evaluation of the alerts issued on variable warning zones. Nat Hazards Earth Sys Sc 17:817–831. https://doi.org/10.5194/nhess-17-817-2017
Piciullo et al (2017b) Definition and performance of a threshold-based regional early warning model for rainfall-induced landslides. Landslides 14:995–1008. https://doi.org/10.1007/s10346-016-0750-2
Piciullo et al (2020). Standards for the performance assessment of territorial landslide early warning systems. Landslides 17:2533–2546. https://doi.org/10.1007/s10346-020-01486-4
How to cite: Piciullo, L. and Calvello, M.: Five years of EDuMaP for the performance analysis of territorial landslide early warning systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5618, https://doi.org/10.5194/egusphere-egu21-5618, 2021.
NH4.1 – Earthquake-induced hazards: ground motion amplification and ground failures
EGU21-9783 | vPICO presentations | NH4.1
Validation of Coupled FDM-DEM Approach on the Soil-Raft Foundation Interaction Subjected to Normal FaultingFang Ru-Ya, Lin Cheng-Han, and Lin Ming-Lang
Recent earthquake events have shown that besides the strong ground motions, the coseismic faulting often caused substantial ground deformation and destructions of near-fault structures. In Taiwan, many high-rise buildings with raft foundation are close to the active fault due to the dense population. The Shanchiao Fault, which is a famous active fault, is the potentially dangerous normal fault to the capital of Taiwan (Taipei). This study aims to use coupled FDM-DEM approach for parametrically analyzing the soil-raft foundation interaction subjected to normal faulting. The coupled FDM-DEM approach includes two numerical frameworks: the DEM-based model to capture the deformation behavior of overburden soil, and the FDM-based model to investigate the responses of raft foundation. The analytical approach was first verified by three benchmark cases and theoretical solutions. After the verification, a series of small-scale sandbox model was used to validate the performance of the coupled FDM-DEM model in simulating deformation behaviors of overburden soil and structure elements. The full-scale numerical models were then built to understand the effects of relative location between the fault tip and foundation in the normal fault-soil-raft foundation behavior. Preliminary results show that the raft foundation located above the fault tip suffered to greater displacement, rotation, and inclination due to the intense deformation of the triangular shear zone in the overburden soil. The raft foundation also exhibited distortion during faulting. Based on the results, we suggest different adaptive strategies for the raft foundation located on foot wall and hanging wall if the buildings are necessary to be constructed within the active fault zone. It is the first time that the coupled FDM-DEM approach has been carefully validated and applied to study the normal fault-soil-raft foundation problems. The novel numerical framework is expected to contribute to design aids in future practical engineering.
Keywords: Coupled FDM-DEM approach; normal faulting; ground deformation; soil-foundation interaction; raft foundation.
How to cite: Ru-Ya, F., Cheng-Han, L., and Ming-Lang, L.: Validation of Coupled FDM-DEM Approach on the Soil-Raft Foundation Interaction Subjected to Normal Faulting, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9783, https://doi.org/10.5194/egusphere-egu21-9783, 2021.
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Recent earthquake events have shown that besides the strong ground motions, the coseismic faulting often caused substantial ground deformation and destructions of near-fault structures. In Taiwan, many high-rise buildings with raft foundation are close to the active fault due to the dense population. The Shanchiao Fault, which is a famous active fault, is the potentially dangerous normal fault to the capital of Taiwan (Taipei). This study aims to use coupled FDM-DEM approach for parametrically analyzing the soil-raft foundation interaction subjected to normal faulting. The coupled FDM-DEM approach includes two numerical frameworks: the DEM-based model to capture the deformation behavior of overburden soil, and the FDM-based model to investigate the responses of raft foundation. The analytical approach was first verified by three benchmark cases and theoretical solutions. After the verification, a series of small-scale sandbox model was used to validate the performance of the coupled FDM-DEM model in simulating deformation behaviors of overburden soil and structure elements. The full-scale numerical models were then built to understand the effects of relative location between the fault tip and foundation in the normal fault-soil-raft foundation behavior. Preliminary results show that the raft foundation located above the fault tip suffered to greater displacement, rotation, and inclination due to the intense deformation of the triangular shear zone in the overburden soil. The raft foundation also exhibited distortion during faulting. Based on the results, we suggest different adaptive strategies for the raft foundation located on foot wall and hanging wall if the buildings are necessary to be constructed within the active fault zone. It is the first time that the coupled FDM-DEM approach has been carefully validated and applied to study the normal fault-soil-raft foundation problems. The novel numerical framework is expected to contribute to design aids in future practical engineering.
Keywords: Coupled FDM-DEM approach; normal faulting; ground deformation; soil-foundation interaction; raft foundation.
How to cite: Ru-Ya, F., Cheng-Han, L., and Ming-Lang, L.: Validation of Coupled FDM-DEM Approach on the Soil-Raft Foundation Interaction Subjected to Normal Faulting, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9783, https://doi.org/10.5194/egusphere-egu21-9783, 2021.
EGU21-11043 | vPICO presentations | NH4.1
The Effect of Cyclic Loading of Liquefaction on Palu SandsMuhammad Firas Andanawarih and Widjojo Adi Prakoso
Liquefaction is a phenomenon where soil loses its strength. The phenomenon of liquefaction occurs on non-cohesive soils with medium to fine grains. The phenomenon of liquefaction occurs during an earthquake, the ground experiences shaking vibrations. Palu, Central Sulawesi, Indonesia is one of the areas affected by the liquefaction phenomenon which causes damage to infrastructure in the area. The Palu earthquake that occurred on September 28, 2018, at 18:02:44 WITA with a magnitude of Mw = 7.4, centered on 26 km north of Donggala, Central Sulawesi. One aspect of the assessment for soil susceptibility to potential liquefaction is laboratory tests. One common laboratory test that can be performed is the cyclic triaxial test. The factors affecting the liquefaction resistance of saturated sand are the relative density and cyclic stress ratio (CSR). The susceptibility of each relative density (30%, 50% and 70%) of the soil experiencing liquefaction and the cyclic stress ratio (0.15, 0.20 and 0.25) will be varied to see the amount of cyclic load needed until the soil experiences liquefaction, the load frequency to represent the earthquake load is 1 Hz with sinusoidal waves. This study will test the fine sands from Palu, Central Sulawesi, Indonesia, to determine their respective behavior when the soil is given a cyclic load.
Keywords: Cyclic Triaxial, Liquefaction, Cyclic Stress Ratio, Relative Density, Fine Sands.
How to cite: Andanawarih, M. F. and Prakoso, W. A.: The Effect of Cyclic Loading of Liquefaction on Palu Sands , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11043, https://doi.org/10.5194/egusphere-egu21-11043, 2021.
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Liquefaction is a phenomenon where soil loses its strength. The phenomenon of liquefaction occurs on non-cohesive soils with medium to fine grains. The phenomenon of liquefaction occurs during an earthquake, the ground experiences shaking vibrations. Palu, Central Sulawesi, Indonesia is one of the areas affected by the liquefaction phenomenon which causes damage to infrastructure in the area. The Palu earthquake that occurred on September 28, 2018, at 18:02:44 WITA with a magnitude of Mw = 7.4, centered on 26 km north of Donggala, Central Sulawesi. One aspect of the assessment for soil susceptibility to potential liquefaction is laboratory tests. One common laboratory test that can be performed is the cyclic triaxial test. The factors affecting the liquefaction resistance of saturated sand are the relative density and cyclic stress ratio (CSR). The susceptibility of each relative density (30%, 50% and 70%) of the soil experiencing liquefaction and the cyclic stress ratio (0.15, 0.20 and 0.25) will be varied to see the amount of cyclic load needed until the soil experiences liquefaction, the load frequency to represent the earthquake load is 1 Hz with sinusoidal waves. This study will test the fine sands from Palu, Central Sulawesi, Indonesia, to determine their respective behavior when the soil is given a cyclic load.
Keywords: Cyclic Triaxial, Liquefaction, Cyclic Stress Ratio, Relative Density, Fine Sands.
How to cite: Andanawarih, M. F. and Prakoso, W. A.: The Effect of Cyclic Loading of Liquefaction on Palu Sands , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11043, https://doi.org/10.5194/egusphere-egu21-11043, 2021.
EGU21-4900 | vPICO presentations | NH4.1
Critical trigger condition of seabed liquefaction under ocean wavesCheng-Jung Hsu and Ching Hung
Soil liquefaction in seabed not only drives vertical sediment transportation but also weakens coastal infrastructures such as pipeline or underwater foundation. The damage of seabed liquefaction events had been documented in literature. Due to the threat to lives and environment, it is important to have an exhaustive analysis on the risk assessment of seabed liquefaction subjected to ocean waves. The objective of this study is to assess the critical wave condition triggering seabed liquefaction in oceanic environment through theoretical modelling. Our investigation focused on the wave condition of momentary liquefaction induced by periodic wave loading. The scenario considers a permeable seabed on which a wide range of ocean waves propagates, and the critical wave parameters of wave height and wavelength causing liquefaction are examined. A two-dimensional analytical solution of seabed response based on Biot’s consolidation theory is applied with nonlinear water wave theory to predict the soil response and the consequence of liquefaction. In contrast to the previous studies of seabed response applying the analytical solutions which only valid for a restricted wave range, we use a numerical approach of finite-amplitude wave to reflect the nonlinearity effect in a wide range of water wave from deep water to shallow water. The present assessment of liquefaction is compared with the extant solution of seabed response under Stokes wave and cnoidal wave for validation. In additional, the potential of liquefaction instability is performed by a critical curve of wave condition covering the range of ocean waves from deep water to shallow water. Our study provides advanced theoretical framework and robust mathematical model for the assessment of wave-induced seabed instability under water waves, and the detailed analysis sheds insight into the impact of ocean waves on the seabed liquefaction.
How to cite: Hsu, C.-J. and Hung, C.: Critical trigger condition of seabed liquefaction under ocean waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4900, https://doi.org/10.5194/egusphere-egu21-4900, 2021.
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Soil liquefaction in seabed not only drives vertical sediment transportation but also weakens coastal infrastructures such as pipeline or underwater foundation. The damage of seabed liquefaction events had been documented in literature. Due to the threat to lives and environment, it is important to have an exhaustive analysis on the risk assessment of seabed liquefaction subjected to ocean waves. The objective of this study is to assess the critical wave condition triggering seabed liquefaction in oceanic environment through theoretical modelling. Our investigation focused on the wave condition of momentary liquefaction induced by periodic wave loading. The scenario considers a permeable seabed on which a wide range of ocean waves propagates, and the critical wave parameters of wave height and wavelength causing liquefaction are examined. A two-dimensional analytical solution of seabed response based on Biot’s consolidation theory is applied with nonlinear water wave theory to predict the soil response and the consequence of liquefaction. In contrast to the previous studies of seabed response applying the analytical solutions which only valid for a restricted wave range, we use a numerical approach of finite-amplitude wave to reflect the nonlinearity effect in a wide range of water wave from deep water to shallow water. The present assessment of liquefaction is compared with the extant solution of seabed response under Stokes wave and cnoidal wave for validation. In additional, the potential of liquefaction instability is performed by a critical curve of wave condition covering the range of ocean waves from deep water to shallow water. Our study provides advanced theoretical framework and robust mathematical model for the assessment of wave-induced seabed instability under water waves, and the detailed analysis sheds insight into the impact of ocean waves on the seabed liquefaction.
How to cite: Hsu, C.-J. and Hung, C.: Critical trigger condition of seabed liquefaction under ocean waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4900, https://doi.org/10.5194/egusphere-egu21-4900, 2021.
EGU21-12789 | vPICO presentations | NH4.1
Geostatistical approach for multi-scale seismic liquefaction risk assessmentRose Line Spacagna, Massimo Cesarano, Stefania Fabozzi, Edoardo Peronace, Attilio Porchia, Gino Romagnoli, and Massimiliano Moscatelli
The Seismic Microzonation studies (SMs), promoted all over the Italian territory by the Department of Civil Protection, provide fundamental knowledge of the subsoil response in seismic conditions at the urban scale. Amplification phenomena related to lithostratigraphic and morphological characteristics, instabilities and permanent deformations activated by the earthquake, are highlighted in hazard maps produced at increasing reliability levels (level 1 to 3 of SM). In particular, zones prone to liquefaction instability are firstly identified following the predisposing factors, such as geological and geotechnical characteristics and seismicity. The robustness of the definition of these areas is strongly correlated to the availability and the spatial distribution of surveys. Moreover, the typology and quality of the investigations considerably influence the method of analysis and the degree of uncertainty of the results.
This work aims to establish an updated procedure of the actual SM guidelines and integrates recent research activities at different levels of SMs, to improve the hazard maps accuracy in terms of liquefaction susceptibility. For the scope, the case of the Calabria region in the south of Italy, well known for the high level of seismicity, was studied. At a regional scale, the base-level analysis was implemented for a preliminary assessment of the Attention Zones (AZ), potentially susceptible to liquefaction. The predisposing factors were implemented at a large scale, taking advantage of geostatistical tools to quantify uncertainties and filter inconsistent data. The regional-scale analysis allowed to highlight areas prone to liquefaction and effectively addressed the subsequent level of analysis. At a local scale, the quantitative evaluation of the liquefaction potential was assessed using simplified methods, integrating data from different survey types (CPT, SPT, Down-Hole, Cross-Hole, MASW) available in SM database. The definition of Susceptibility Zones (SZ) was provided considering additional indexes, combining the results obtained from different surveys typologies and quantifying the uncertainty due to the limited data availability with geostatistical methods. The analyses at the regional and municipality scale were matched with seismic liquefaction evidence, well documented in past seismic events. This multi-scale process optimises resource allocation to reduce the level of uncertainty for subsequent levels of analysis, providing useful information for land management and emergency planning.
How to cite: Spacagna, R. L., Cesarano, M., Fabozzi, S., Peronace, E., Porchia, A., Romagnoli, G., and Moscatelli, M.: Geostatistical approach for multi-scale seismic liquefaction risk assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12789, https://doi.org/10.5194/egusphere-egu21-12789, 2021.
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The Seismic Microzonation studies (SMs), promoted all over the Italian territory by the Department of Civil Protection, provide fundamental knowledge of the subsoil response in seismic conditions at the urban scale. Amplification phenomena related to lithostratigraphic and morphological characteristics, instabilities and permanent deformations activated by the earthquake, are highlighted in hazard maps produced at increasing reliability levels (level 1 to 3 of SM). In particular, zones prone to liquefaction instability are firstly identified following the predisposing factors, such as geological and geotechnical characteristics and seismicity. The robustness of the definition of these areas is strongly correlated to the availability and the spatial distribution of surveys. Moreover, the typology and quality of the investigations considerably influence the method of analysis and the degree of uncertainty of the results.
This work aims to establish an updated procedure of the actual SM guidelines and integrates recent research activities at different levels of SMs, to improve the hazard maps accuracy in terms of liquefaction susceptibility. For the scope, the case of the Calabria region in the south of Italy, well known for the high level of seismicity, was studied. At a regional scale, the base-level analysis was implemented for a preliminary assessment of the Attention Zones (AZ), potentially susceptible to liquefaction. The predisposing factors were implemented at a large scale, taking advantage of geostatistical tools to quantify uncertainties and filter inconsistent data. The regional-scale analysis allowed to highlight areas prone to liquefaction and effectively addressed the subsequent level of analysis. At a local scale, the quantitative evaluation of the liquefaction potential was assessed using simplified methods, integrating data from different survey types (CPT, SPT, Down-Hole, Cross-Hole, MASW) available in SM database. The definition of Susceptibility Zones (SZ) was provided considering additional indexes, combining the results obtained from different surveys typologies and quantifying the uncertainty due to the limited data availability with geostatistical methods. The analyses at the regional and municipality scale were matched with seismic liquefaction evidence, well documented in past seismic events. This multi-scale process optimises resource allocation to reduce the level of uncertainty for subsequent levels of analysis, providing useful information for land management and emergency planning.
How to cite: Spacagna, R. L., Cesarano, M., Fabozzi, S., Peronace, E., Porchia, A., Romagnoli, G., and Moscatelli, M.: Geostatistical approach for multi-scale seismic liquefaction risk assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12789, https://doi.org/10.5194/egusphere-egu21-12789, 2021.
EGU21-3184 | vPICO presentations | NH4.1
Multi-level approach analysis of liquefaction susceptibility: an application to three municipalities of Ischia IslandFrancesco Gargiulo, Gennaro Sorvillo, Anna d'Onofrio, and Francesco Silvestri
The Emilia-Romagna seismic sequence in 2012 has increased the interest among Italian researchers in predicting liquefaction under seismic shaking, and in the evaluation of damage induced to structures. A number of studies were carried out during the last decade to evaluate the liquefaction susceptibility of different areas of the Italian Peninsula. Some of these studies have been focused on the territorial analysis of Naples (Evangelista & Santucci de Magistris, 2011; Silvestri & d’Onofrio, 2014), which highlighted how saturated pyroclastic soils present along the coastal areas may be interested by liquefaction phenomenon. On such a basis, the present study aims at evaluating the liquefaction susceptibility throughout the area of three municipalities (Casamicciola, Lacco Ameno and Forio) of Ischia Island in the gulf of Naples (Italy), recently hit by a Ml 4 earthquake. The coastal zones of these municipalities are characterised by the predominance of saturated pyroclastic granular deposits. The assessment was performed through a multi-level approach, i.e. by increasing level of complexity. First, the potentially liquefiable areas were delimited by combining in a Geographic Information System (GIS) data on the average seasonal depth of the water table (Piscopo et al. 2019) and on the lithological classification of the surface deposits (Seismic Microzonation, 2017). At some representative sites in these potentially liquefiable areas, simplified analyses were carried out using SPT-based semi-empirical methods (Idriss & Boulanger, 2014). The results of such analyses led to choose a specific site on which to perform non-linear ‘coupled’ dynamic analyses in time domain with the SCOSSA code (Tropeano et al. 2019). The results of the coupled analyses in terms of excess pore water pressure ratio (ru) then allowed the evaluation of the ‘Induced Damage Parameter’ (Chiaradonna et al. 2020), related to the free-field post-seismic volumetric consolidation settlement, which was classified as ‘moderate’ in this case. The procedure adopted may be a valid proposal for prompt evaluations of the liquefaction susceptibility, which allows to pass from a semi-qualitative assessment at a territorial scale to a quantitative assessment at the scale of a specific site.
References:
Boulanger R.W.,Idriss I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01, Center for Geotechnical Modeling, University of California, Davis.
Chiaradonna A.,Lirer S.,Flora A., 2020. A liquefaction potential integral index based on pore pressure build-up. Engineering Geology, 272, 1-13.
Evangelista L.,Santucci de Magistris F. (2011). Upgrading the simplified assessment of the liquefaction susceptivity for the city of Naples, Italy. Proc of the V International Conference on Earthquake Geotechnical Engineering, Santiago, 10–13 January 2011, Paper n. 8.10.
Piscopo V.,Lotti V.,Formica F.,Lana F.,Pianese L., 2019. Groundwater flow in the Ischia volcanic island (Italy) and its implications for thermal water abstraction. Hydrogeology Journal, 28, 1-23
Silvestri F.,d’Onofrio A. (2014). Risposta sismica e stabilità dei centri abitati e infrastrutture. Relazione generale I Sessione “Analisi e gestione del rischio sismico”. Atti del XXV Convegno Nazionale AGI: La Geotecnica nella difesa del territorio e delle infrastrutture dalle calamità naturali.
Tropeano G.,Chiaradonna A.,d’Onofrio A.,Silvestri F. (2019). A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils. Computers and Geotechnics, 105(2019):211–227, doi.org/10.1016/j.compgeo.2018.09.008
How to cite: Gargiulo, F., Sorvillo, G., d'Onofrio, A., and Silvestri, F.: Multi-level approach analysis of liquefaction susceptibility: an application to three municipalities of Ischia Island, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3184, https://doi.org/10.5194/egusphere-egu21-3184, 2021.
The Emilia-Romagna seismic sequence in 2012 has increased the interest among Italian researchers in predicting liquefaction under seismic shaking, and in the evaluation of damage induced to structures. A number of studies were carried out during the last decade to evaluate the liquefaction susceptibility of different areas of the Italian Peninsula. Some of these studies have been focused on the territorial analysis of Naples (Evangelista & Santucci de Magistris, 2011; Silvestri & d’Onofrio, 2014), which highlighted how saturated pyroclastic soils present along the coastal areas may be interested by liquefaction phenomenon. On such a basis, the present study aims at evaluating the liquefaction susceptibility throughout the area of three municipalities (Casamicciola, Lacco Ameno and Forio) of Ischia Island in the gulf of Naples (Italy), recently hit by a Ml 4 earthquake. The coastal zones of these municipalities are characterised by the predominance of saturated pyroclastic granular deposits. The assessment was performed through a multi-level approach, i.e. by increasing level of complexity. First, the potentially liquefiable areas were delimited by combining in a Geographic Information System (GIS) data on the average seasonal depth of the water table (Piscopo et al. 2019) and on the lithological classification of the surface deposits (Seismic Microzonation, 2017). At some representative sites in these potentially liquefiable areas, simplified analyses were carried out using SPT-based semi-empirical methods (Idriss & Boulanger, 2014). The results of such analyses led to choose a specific site on which to perform non-linear ‘coupled’ dynamic analyses in time domain with the SCOSSA code (Tropeano et al. 2019). The results of the coupled analyses in terms of excess pore water pressure ratio (ru) then allowed the evaluation of the ‘Induced Damage Parameter’ (Chiaradonna et al. 2020), related to the free-field post-seismic volumetric consolidation settlement, which was classified as ‘moderate’ in this case. The procedure adopted may be a valid proposal for prompt evaluations of the liquefaction susceptibility, which allows to pass from a semi-qualitative assessment at a territorial scale to a quantitative assessment at the scale of a specific site.
References:
Boulanger R.W.,Idriss I.M. (2014). CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM-14/01, Center for Geotechnical Modeling, University of California, Davis.
Chiaradonna A.,Lirer S.,Flora A., 2020. A liquefaction potential integral index based on pore pressure build-up. Engineering Geology, 272, 1-13.
Evangelista L.,Santucci de Magistris F. (2011). Upgrading the simplified assessment of the liquefaction susceptivity for the city of Naples, Italy. Proc of the V International Conference on Earthquake Geotechnical Engineering, Santiago, 10–13 January 2011, Paper n. 8.10.
Piscopo V.,Lotti V.,Formica F.,Lana F.,Pianese L., 2019. Groundwater flow in the Ischia volcanic island (Italy) and its implications for thermal water abstraction. Hydrogeology Journal, 28, 1-23
Silvestri F.,d’Onofrio A. (2014). Risposta sismica e stabilità dei centri abitati e infrastrutture. Relazione generale I Sessione “Analisi e gestione del rischio sismico”. Atti del XXV Convegno Nazionale AGI: La Geotecnica nella difesa del territorio e delle infrastrutture dalle calamità naturali.
Tropeano G.,Chiaradonna A.,d’Onofrio A.,Silvestri F. (2019). A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils. Computers and Geotechnics, 105(2019):211–227, doi.org/10.1016/j.compgeo.2018.09.008
How to cite: Gargiulo, F., Sorvillo, G., d'Onofrio, A., and Silvestri, F.: Multi-level approach analysis of liquefaction susceptibility: an application to three municipalities of Ischia Island, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3184, https://doi.org/10.5194/egusphere-egu21-3184, 2021.
EGU21-4620 | vPICO presentations | NH4.1
Seismic soil liquefaction under shallow founded structures and its mitigation in urban environmentsAchilleas Papadimitriou, Nikoletta Tsepelidou, Alkis Sideris, Anastasia Pavlopoulou, and Vaios Katsoularis
The large majority of existing studies of seismic liquefaction effects on structures considers them isolated, i.e., far from other structures. The same holds for design methods for liquefaction mitigation techniques. Hence, there is very little consideration for structure-soil-structure-interaction (SSSI) effects that appear unavoidable in urban environments. This paper explores numerically these SSSI effects for structures on surface foundations by performing fully coupled non-linear dynamic analyses with the finite difference method (FLAC) and a state-of-the-art constitutive model (NTUA-SAND) for the liquefaction response of loose, saturated granular soils. It shows that SSSI effects may prove both beneficial (e.g., settlement reduction) and detrimental (e.g., tilt apparition) depending on the dimensions, distance and static loading of the neighboring structures. These SSSI effects become more complex when ground improvement methods are used in one of the structures, but not its neighbors. By considering three alternative types of ground improvement that have a completely different rationale (perimetric walls, colloidal silica grouting, gravel columns), this paper also shows numerically that, regardless of its type, ground improvement in one structure may potentially prove detrimental to its neighboring unimproved structures (e.g., increase of tilt).
How to cite: Papadimitriou, A., Tsepelidou, N., Sideris, A., Pavlopoulou, A., and Katsoularis, V.: Seismic soil liquefaction under shallow founded structures and its mitigation in urban environments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4620, https://doi.org/10.5194/egusphere-egu21-4620, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The large majority of existing studies of seismic liquefaction effects on structures considers them isolated, i.e., far from other structures. The same holds for design methods for liquefaction mitigation techniques. Hence, there is very little consideration for structure-soil-structure-interaction (SSSI) effects that appear unavoidable in urban environments. This paper explores numerically these SSSI effects for structures on surface foundations by performing fully coupled non-linear dynamic analyses with the finite difference method (FLAC) and a state-of-the-art constitutive model (NTUA-SAND) for the liquefaction response of loose, saturated granular soils. It shows that SSSI effects may prove both beneficial (e.g., settlement reduction) and detrimental (e.g., tilt apparition) depending on the dimensions, distance and static loading of the neighboring structures. These SSSI effects become more complex when ground improvement methods are used in one of the structures, but not its neighbors. By considering three alternative types of ground improvement that have a completely different rationale (perimetric walls, colloidal silica grouting, gravel columns), this paper also shows numerically that, regardless of its type, ground improvement in one structure may potentially prove detrimental to its neighboring unimproved structures (e.g., increase of tilt).
How to cite: Papadimitriou, A., Tsepelidou, N., Sideris, A., Pavlopoulou, A., and Katsoularis, V.: Seismic soil liquefaction under shallow founded structures and its mitigation in urban environments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4620, https://doi.org/10.5194/egusphere-egu21-4620, 2021.
EGU21-9771 | vPICO presentations | NH4.1
PERL: A multilevel strategy for liquefaction hazard assessment in complex stratigraphic successionsChiara Varone, Anna Baris, Maria Chiara Caciolli, Stefania Fabozzi, Iolanda Gaudiosi, Marco Marcini, Luca Martelli, Giuseppe Modoni, Massimiliano Moscatelli, Luca Paolella, Maurizio Simionato, Rose Line Spacagna, and Roberto Razzano
In May and June 2012, Emilia region (Italy) was struck by a seismic crisis characterized by more than 2000 earthquakes with two main shocks (20 May and 29 May events with ML 5.9 and 5.8, respectively) and several earthquake-induced effects. Relevant liquefaction events were observed all over the area showing a maximum intensity at San Carlo and Mirabello, two main hamlets in the Terre del Reno Municipality. In this work, a methodology is proposed for assessing liquefaction susceptibility in wide areas characterized by complex geo-stratigraphic conditions through a multi-level approach based on simplified models. To this aim, extensive geological studies and more than one thousand geophysical and geotechnical surveys available from previous studies have been collected in a dedicated geographical information system. The database is structured to guarantee data and metadata harmonization and standardization, useful for the realization of an integrated and interoperable system progressively supplemented with new information. Preliminary 2D and 3D high resolution geological and geotechnical models are elaborated to reconstruct the complex subsoil setting of Terre del Reno area. This study forms the base for the 2D numerical modelling carried out with a finite difference code (FLAC) to identify the mechanism of pore pressure increase and of liquefaction triggering. The rationale behind this study concerns the definition of a simplified approach based on synthetic indicators. Specifically, starting from parametric analyses, the role of different variables on the triggering process is evaluated together with the definition of set of thresholds able to model the occurrence of liquefaction effects. The spatial variability of the soil properties, layering and mechanical characteristics is considered with a geo-statistical approach. A comparison between the liquefaction effects observed in 2012 and the results obtained from calculations is performed for demonstrating the reliability of the proposed approach in extensively simulating a liquefaction occurrence.
How to cite: Varone, C., Baris, A., Caciolli, M. C., Fabozzi, S., Gaudiosi, I., Marcini, M., Martelli, L., Modoni, G., Moscatelli, M., Paolella, L., Simionato, M., Spacagna, R. L., and Razzano, R.: PERL: A multilevel strategy for liquefaction hazard assessment in complex stratigraphic successions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9771, https://doi.org/10.5194/egusphere-egu21-9771, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In May and June 2012, Emilia region (Italy) was struck by a seismic crisis characterized by more than 2000 earthquakes with two main shocks (20 May and 29 May events with ML 5.9 and 5.8, respectively) and several earthquake-induced effects. Relevant liquefaction events were observed all over the area showing a maximum intensity at San Carlo and Mirabello, two main hamlets in the Terre del Reno Municipality. In this work, a methodology is proposed for assessing liquefaction susceptibility in wide areas characterized by complex geo-stratigraphic conditions through a multi-level approach based on simplified models. To this aim, extensive geological studies and more than one thousand geophysical and geotechnical surveys available from previous studies have been collected in a dedicated geographical information system. The database is structured to guarantee data and metadata harmonization and standardization, useful for the realization of an integrated and interoperable system progressively supplemented with new information. Preliminary 2D and 3D high resolution geological and geotechnical models are elaborated to reconstruct the complex subsoil setting of Terre del Reno area. This study forms the base for the 2D numerical modelling carried out with a finite difference code (FLAC) to identify the mechanism of pore pressure increase and of liquefaction triggering. The rationale behind this study concerns the definition of a simplified approach based on synthetic indicators. Specifically, starting from parametric analyses, the role of different variables on the triggering process is evaluated together with the definition of set of thresholds able to model the occurrence of liquefaction effects. The spatial variability of the soil properties, layering and mechanical characteristics is considered with a geo-statistical approach. A comparison between the liquefaction effects observed in 2012 and the results obtained from calculations is performed for demonstrating the reliability of the proposed approach in extensively simulating a liquefaction occurrence.
How to cite: Varone, C., Baris, A., Caciolli, M. C., Fabozzi, S., Gaudiosi, I., Marcini, M., Martelli, L., Modoni, G., Moscatelli, M., Paolella, L., Simionato, M., Spacagna, R. L., and Razzano, R.: PERL: A multilevel strategy for liquefaction hazard assessment in complex stratigraphic successions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9771, https://doi.org/10.5194/egusphere-egu21-9771, 2021.
EGU21-3169 | vPICO presentations | NH4.1
Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakesMarco Tallini, Paola Monaco, Marco Spadi, Anna Chiaradonna, and Felicia Papasodaro
Most of the towns, villages and infrastructures settled in Central Italy are placed nearby active faults and, consequently, the ground motion evaluation and the ground failures characterization under near-fault earthquakes are noteworthy issues to be investigated. The Madonna delle Fornaci - MDF – site, close to Pizzoli village (L’Aquila in Central Italy), has been selected as an emblematic site for assessing the effects induced by near-fault earthquakes, because it is located very close to the Pizzoli-Barete active Fault accountable for the February 2, 1703 Mw 6.67 earthquake. After this historical earthquake, remarkable surface manifestations, attributed to soil liquefaction and coseismic ground sinkholes, were observed at the MDF site, occurred in the Holocene alluvial deposit of the Aterno River, as witnessed by several written sources (among which Uria De Llanos, 1703). As concerns the geological setting, the MDF site is placed in the Plio-Quaternary NW-SE elongated L’Aquila intramontane basins which is bounded by a framework of active NW-SE trending and SW-dipping extensional faults which includes also the above mentioned Pizzoli-Barete active Fault. A comprehensive geophysical, geological, and geotechnical campaign has been carried out at the MDF site with the goal to obtain the seismic site characterization and the shallow and deep subsoil model preparatory to the quantitative estimation of the near-fault ground motion and the evaluation of the soil liquefaction potential induced by the 1703 seismic event.
The field survey consisted of three shallow continuous core drilling 15-20 m-deep boreholes; in one of the them, a down hole test and SPT measurements were conducted every 1 m depth; an open tube piezometer at the 11-12 m depth was installed in one of the boreholes; a couple of undisturbed samples were sampled for geotechnical laboratory tests; a MASW, Seismic refraction and ERT investigations were performed along two perpendicular 70-m long alignments; several single station microtremor measurements performed also in the neighbouring area. These data permitted preliminary to elaborate a quite confident 1-2D litho- and seismo-stratigraphic model for the MDF test site.
The MDF site is characterized by mainly calcareous grain-supported Holocene alluvial deposit: sandy gravel and gravelly sand with a silty component, sometimes predominant, in the matrix with water table level about 8-12 m b.g.l. Moreover, the following horizons are noteworthy to mention: an orange sand level at 11-12 m b.g.l. which could be considered preliminary as a liquefaction-prone level and an organic reddish-brown silty clay at 14-15 m b.g.l., which could be used for C14 dating.
Further, a 200 m-deep continuous core drilling borehole, executed nearby the MDF site by ISPRA for the mapping of the Italian geological sheet 348 “Antrodoco”, was also taken into consideration to obtain the complete 1D subsoil model for the near-fault ground motion amplification modelling.
The near-fault ground motion evaluation of the MDF site, considered as paradigmatic of the Central Italy seismicity, will go on through the geotechnical characterization of the alluvial deposits, the shear wave velocity versus depth profile and the seismic input evaluation to use for the numerical modelling.
How to cite: Tallini, M., Monaco, P., Spadi, M., Chiaradonna, A., and Papasodaro, F.: Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3169, https://doi.org/10.5194/egusphere-egu21-3169, 2021.
Most of the towns, villages and infrastructures settled in Central Italy are placed nearby active faults and, consequently, the ground motion evaluation and the ground failures characterization under near-fault earthquakes are noteworthy issues to be investigated. The Madonna delle Fornaci - MDF – site, close to Pizzoli village (L’Aquila in Central Italy), has been selected as an emblematic site for assessing the effects induced by near-fault earthquakes, because it is located very close to the Pizzoli-Barete active Fault accountable for the February 2, 1703 Mw 6.67 earthquake. After this historical earthquake, remarkable surface manifestations, attributed to soil liquefaction and coseismic ground sinkholes, were observed at the MDF site, occurred in the Holocene alluvial deposit of the Aterno River, as witnessed by several written sources (among which Uria De Llanos, 1703). As concerns the geological setting, the MDF site is placed in the Plio-Quaternary NW-SE elongated L’Aquila intramontane basins which is bounded by a framework of active NW-SE trending and SW-dipping extensional faults which includes also the above mentioned Pizzoli-Barete active Fault. A comprehensive geophysical, geological, and geotechnical campaign has been carried out at the MDF site with the goal to obtain the seismic site characterization and the shallow and deep subsoil model preparatory to the quantitative estimation of the near-fault ground motion and the evaluation of the soil liquefaction potential induced by the 1703 seismic event.
The field survey consisted of three shallow continuous core drilling 15-20 m-deep boreholes; in one of the them, a down hole test and SPT measurements were conducted every 1 m depth; an open tube piezometer at the 11-12 m depth was installed in one of the boreholes; a couple of undisturbed samples were sampled for geotechnical laboratory tests; a MASW, Seismic refraction and ERT investigations were performed along two perpendicular 70-m long alignments; several single station microtremor measurements performed also in the neighbouring area. These data permitted preliminary to elaborate a quite confident 1-2D litho- and seismo-stratigraphic model for the MDF test site.
The MDF site is characterized by mainly calcareous grain-supported Holocene alluvial deposit: sandy gravel and gravelly sand with a silty component, sometimes predominant, in the matrix with water table level about 8-12 m b.g.l. Moreover, the following horizons are noteworthy to mention: an orange sand level at 11-12 m b.g.l. which could be considered preliminary as a liquefaction-prone level and an organic reddish-brown silty clay at 14-15 m b.g.l., which could be used for C14 dating.
Further, a 200 m-deep continuous core drilling borehole, executed nearby the MDF site by ISPRA for the mapping of the Italian geological sheet 348 “Antrodoco”, was also taken into consideration to obtain the complete 1D subsoil model for the near-fault ground motion amplification modelling.
The near-fault ground motion evaluation of the MDF site, considered as paradigmatic of the Central Italy seismicity, will go on through the geotechnical characterization of the alluvial deposits, the shear wave velocity versus depth profile and the seismic input evaluation to use for the numerical modelling.
How to cite: Tallini, M., Monaco, P., Spadi, M., Chiaradonna, A., and Papasodaro, F.: Seismic characterization of Pizzoli (Central Italy) to estimate site effects induced by near-fault earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3169, https://doi.org/10.5194/egusphere-egu21-3169, 2021.
EGU21-3421 | vPICO presentations | NH4.1
Seismic stations and soil-structure interactionSilvia Castellaro, Giulia Alessandrini, Giuseppe Musinu, and Martina Del Vecchio
At the early stages of seismology, seismic stations were installed directly on rock to minimize the effects of the fine sediments/weathering on the recorded seismic waves. The bulky size of permanent installation seismometers, their need for external batteries, cables and levelling, led to place seismic stations on artificial ground, such as ad hoc concrete platforms. In addition, to ensure protection from environmental conditions, vandalism and to facilitate maintenance, many seismic stations were placed inside structures. A common installation in Italy, as an example, is at the base of the (5-8 m tall) towers of the electrical national service.
The presence of a structure around the instrument perturbs the recorded motion. This phenomenon, generally referred to as soil-structure interaction, can be summarized into three main effects. The first one is the transmission of the structure own motion to the surrounding ground. When seismic waves hit a building, the building enters forced oscillation and this vibration is re-transmitted to the ground. Sensors placed inside the building record, therefore, a composite signal, made of seismic waves and the response of the structure to them. This affects the sensors also when they are isolated from the building foundations by means of cuts around the sensor pillars, because the ground under the pillar and the ground under the structure is the same and is continuous. The second effect lays in the fact that a foundation, typically made of reinforced concrete, acts as a layer with seismic impedance much higher than any natural soil. Seismic waves travelling upwards will be reflected downwards as they hit the foundation. On one side they shake the structure (effect 1), but on the other only a small fraction of them crosses the foundation (effect 2) and can be recorded by the instruments installed on the foundation. The same applies to the concrete pillars where seismic sensors are installed. These installations violate the basic principle of any physical measurements according to which when an interface is needed between the instrument and the object of measurement (the ground) then the interface must have an impedance as close as possible to the object of measurement, in order to minimize the perturbation of the wavefield. Clearly concrete platforms/pillars do not have this property, unless when installed on very stiff rocks. The third main effect (effect 3) concerns the back reflection of the surface waves reaching the foundation. Similarly to effect 2, when surface waves strike an extended rigid layer, such as the foundations of a building, they are mainly reflected back along the Earth's surface. This implies that, in seismic tremor recordings (or seismic events) carried out inside a structure, a fraction of surface waves will be missing.
In this work we show these effects in a number of real cases and we show the consequences that this can have in the assessment of seismic site effects, of PGA, and on the computation of attenuation laws.
How to cite: Castellaro, S., Alessandrini, G., Musinu, G., and Del Vecchio, M.: Seismic stations and soil-structure interaction , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3421, https://doi.org/10.5194/egusphere-egu21-3421, 2021.
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At the early stages of seismology, seismic stations were installed directly on rock to minimize the effects of the fine sediments/weathering on the recorded seismic waves. The bulky size of permanent installation seismometers, their need for external batteries, cables and levelling, led to place seismic stations on artificial ground, such as ad hoc concrete platforms. In addition, to ensure protection from environmental conditions, vandalism and to facilitate maintenance, many seismic stations were placed inside structures. A common installation in Italy, as an example, is at the base of the (5-8 m tall) towers of the electrical national service.
The presence of a structure around the instrument perturbs the recorded motion. This phenomenon, generally referred to as soil-structure interaction, can be summarized into three main effects. The first one is the transmission of the structure own motion to the surrounding ground. When seismic waves hit a building, the building enters forced oscillation and this vibration is re-transmitted to the ground. Sensors placed inside the building record, therefore, a composite signal, made of seismic waves and the response of the structure to them. This affects the sensors also when they are isolated from the building foundations by means of cuts around the sensor pillars, because the ground under the pillar and the ground under the structure is the same and is continuous. The second effect lays in the fact that a foundation, typically made of reinforced concrete, acts as a layer with seismic impedance much higher than any natural soil. Seismic waves travelling upwards will be reflected downwards as they hit the foundation. On one side they shake the structure (effect 1), but on the other only a small fraction of them crosses the foundation (effect 2) and can be recorded by the instruments installed on the foundation. The same applies to the concrete pillars where seismic sensors are installed. These installations violate the basic principle of any physical measurements according to which when an interface is needed between the instrument and the object of measurement (the ground) then the interface must have an impedance as close as possible to the object of measurement, in order to minimize the perturbation of the wavefield. Clearly concrete platforms/pillars do not have this property, unless when installed on very stiff rocks. The third main effect (effect 3) concerns the back reflection of the surface waves reaching the foundation. Similarly to effect 2, when surface waves strike an extended rigid layer, such as the foundations of a building, they are mainly reflected back along the Earth's surface. This implies that, in seismic tremor recordings (or seismic events) carried out inside a structure, a fraction of surface waves will be missing.
In this work we show these effects in a number of real cases and we show the consequences that this can have in the assessment of seismic site effects, of PGA, and on the computation of attenuation laws.
How to cite: Castellaro, S., Alessandrini, G., Musinu, G., and Del Vecchio, M.: Seismic stations and soil-structure interaction , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3421, https://doi.org/10.5194/egusphere-egu21-3421, 2021.
EGU21-4380 | vPICO presentations | NH4.1
Combining recordings of earthquake ground-motion and ambient vibration analysis to estimate site response variability in the city of Lucerne, SwitzerlandPaulina Janusz, Vincent Perron, Christoph Knellwolf, Walter Imperatori, Luis Fabian Bonilla, and Donat Fäh
Estimation of site effects is an essential part of local seismic hazard and risk assessment, especially in densely populated urban areas. The goal of this study is to assess the site response variability in the city of Lucerne (Central Switzerland), located in a basin filled with unconsolidated deposits. Even though it is a low-to-moderate seismicity area, the long-term seismic risk cannot be neglected, in particular, because the region was struck by strong earthquakes in the past (i.e. Mw 5.9 in 1601).
To determine the spatial distribution of the soil response in the test area, we combined earthquake and ambient noise recordings using the Hybrid Standard Spectral Ratio method (SSRh) introduced by Perron et al. (2018). In the first step, we installed a temporary seismic network to record ground-motion from low-magnitude or distant earthquakes. At selected urban sites inside the sedimentary basin, the dataset was used to estimate the amplification factors with respect to a rock site using the Standard Spectral Ratio approach (SSR - Borcherdt, 1970). Then, a survey including several dozens of densely distributed single-station ambient noise measurements was performed which enabled us to estimate the basin response variability relative to the seismic stations of the temporary seismic network. Finally, we corrected the noise-based evaluation using the SSR amplification functions. To verify the useability of the presented technique in the Lucerne area, we applied the SSRh method also to the temporary stations, the resulting amplification functions largely coincide with the SSR curves. However, the daily variability of the noise wavefield due to human activities can slightly affect the results. We will also discuss the influence of the station distribution and density of the temporary network deployment.
The amplification model for the Lucerne area estimated using the SSRh method shows consistency with geological data. The results indicate that seismic waves can be amplified up to 10 times in some parts of the basin compared to the rock site. The highest amplification factors are observed for frequencies between 0.8 and 2Hz. This means a local significant increase in seismic hazard.
The presented work is a part of a detailed site response analysis study for the Lucerne area, considering 2D and 3D site effects and potential non-linear soil behaviour. This PhD project is performed in the framework of the Horizon 2020 ITN funded project URBASIS-EU, which focuses on seismic hazard and risk in urban areas.
REFERENCES
Borcherdt, R.D., 1970. Effects of local geology on ground motion near San Francisco Bay. Bull. Seismol. Soc. Am. 60, 29–61.
Perron, V., Gélis, C., Froment, B., Hollender, F., Bard, P.-Y., Cultrera, G., Cushing, E.M., 2018. Can broad-band earthquake site responses be predicted by the ambient noise spectral ratio? Insight from observations at two sedimentary basins. Geophys. J. Int. 215, 1442–1454.
How to cite: Janusz, P., Perron, V., Knellwolf, C., Imperatori, W., Bonilla, L. F., and Fäh, D.: Combining recordings of earthquake ground-motion and ambient vibration analysis to estimate site response variability in the city of Lucerne, Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4380, https://doi.org/10.5194/egusphere-egu21-4380, 2021.
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Estimation of site effects is an essential part of local seismic hazard and risk assessment, especially in densely populated urban areas. The goal of this study is to assess the site response variability in the city of Lucerne (Central Switzerland), located in a basin filled with unconsolidated deposits. Even though it is a low-to-moderate seismicity area, the long-term seismic risk cannot be neglected, in particular, because the region was struck by strong earthquakes in the past (i.e. Mw 5.9 in 1601).
To determine the spatial distribution of the soil response in the test area, we combined earthquake and ambient noise recordings using the Hybrid Standard Spectral Ratio method (SSRh) introduced by Perron et al. (2018). In the first step, we installed a temporary seismic network to record ground-motion from low-magnitude or distant earthquakes. At selected urban sites inside the sedimentary basin, the dataset was used to estimate the amplification factors with respect to a rock site using the Standard Spectral Ratio approach (SSR - Borcherdt, 1970). Then, a survey including several dozens of densely distributed single-station ambient noise measurements was performed which enabled us to estimate the basin response variability relative to the seismic stations of the temporary seismic network. Finally, we corrected the noise-based evaluation using the SSR amplification functions. To verify the useability of the presented technique in the Lucerne area, we applied the SSRh method also to the temporary stations, the resulting amplification functions largely coincide with the SSR curves. However, the daily variability of the noise wavefield due to human activities can slightly affect the results. We will also discuss the influence of the station distribution and density of the temporary network deployment.
The amplification model for the Lucerne area estimated using the SSRh method shows consistency with geological data. The results indicate that seismic waves can be amplified up to 10 times in some parts of the basin compared to the rock site. The highest amplification factors are observed for frequencies between 0.8 and 2Hz. This means a local significant increase in seismic hazard.
The presented work is a part of a detailed site response analysis study for the Lucerne area, considering 2D and 3D site effects and potential non-linear soil behaviour. This PhD project is performed in the framework of the Horizon 2020 ITN funded project URBASIS-EU, which focuses on seismic hazard and risk in urban areas.
REFERENCES
Borcherdt, R.D., 1970. Effects of local geology on ground motion near San Francisco Bay. Bull. Seismol. Soc. Am. 60, 29–61.
Perron, V., Gélis, C., Froment, B., Hollender, F., Bard, P.-Y., Cultrera, G., Cushing, E.M., 2018. Can broad-band earthquake site responses be predicted by the ambient noise spectral ratio? Insight from observations at two sedimentary basins. Geophys. J. Int. 215, 1442–1454.
How to cite: Janusz, P., Perron, V., Knellwolf, C., Imperatori, W., Bonilla, L. F., and Fäh, D.: Combining recordings of earthquake ground-motion and ambient vibration analysis to estimate site response variability in the city of Lucerne, Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4380, https://doi.org/10.5194/egusphere-egu21-4380, 2021.
EGU21-6078 | vPICO presentations | NH4.1
Local Seismic site effects estimated by detailed seismic surveys: the case of Castelnuovo village (L’Aquila Basin, central Italy)Marco Spadi, Marco Tallini, Matteo Albano, Domenico Cosentino, Marco Nocentini, and Michele Saroli
Assessing seismic site effects is essential in earthquake hazard studies. Local seismic amplification is strongly related to the site stratigraphy and topography, the dynamic properties of the subsoil deposits, and the earthquake features. The evaluation of these factors is mandatory to achieve a consistent model of the seismic hazard at small scale. Here we discuss the case of Castelnuovo village (L’Aquila, central Italy). Located on a small ridge, approximately 60 m higher than the valley floor, the village was heavily struck by April 6, 2009, Mw 6.3 L’Aquila earthquake, with catastrophic collapse of several buildings. Previous studies ascribed the observed damage to the presence of shallow caves beneath the buildings or to the topographic amplification.
In this work, an updated and detailed subsoil model for Castelnuovo site has been provided, based updated geological surveys, such as borehole logs and geophysical data consisting in microtremor measurements and down-hole.
These measurements identified resonant frequencies occurring in the range of 0.7-3.0 Hz. These frequency peaks are related to the presence of a velocity contrast at depth between the San Nicandro silts and the Madonna della Neve breccias, as indicated by the performed deep boreholes. Thanks to analytical, numerical, and geostatistical techniques, we identified the main impedance contrast at approximately 210 m depth from the top of the hill, much deeper than previous studies. These new findings allowed to create an accurate and consistent subsoil model summarized by two geological cross-sections of the Castelnuovo ridge, showing that the seismic site effects at the Castelnuovo village are mainly related to stratigraphic amplification.
How to cite: Spadi, M., Tallini, M., Albano, M., Cosentino, D., Nocentini, M., and Saroli, M.: Local Seismic site effects estimated by detailed seismic surveys: the case of Castelnuovo village (L’Aquila Basin, central Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6078, https://doi.org/10.5194/egusphere-egu21-6078, 2021.
Assessing seismic site effects is essential in earthquake hazard studies. Local seismic amplification is strongly related to the site stratigraphy and topography, the dynamic properties of the subsoil deposits, and the earthquake features. The evaluation of these factors is mandatory to achieve a consistent model of the seismic hazard at small scale. Here we discuss the case of Castelnuovo village (L’Aquila, central Italy). Located on a small ridge, approximately 60 m higher than the valley floor, the village was heavily struck by April 6, 2009, Mw 6.3 L’Aquila earthquake, with catastrophic collapse of several buildings. Previous studies ascribed the observed damage to the presence of shallow caves beneath the buildings or to the topographic amplification.
In this work, an updated and detailed subsoil model for Castelnuovo site has been provided, based updated geological surveys, such as borehole logs and geophysical data consisting in microtremor measurements and down-hole.
These measurements identified resonant frequencies occurring in the range of 0.7-3.0 Hz. These frequency peaks are related to the presence of a velocity contrast at depth between the San Nicandro silts and the Madonna della Neve breccias, as indicated by the performed deep boreholes. Thanks to analytical, numerical, and geostatistical techniques, we identified the main impedance contrast at approximately 210 m depth from the top of the hill, much deeper than previous studies. These new findings allowed to create an accurate and consistent subsoil model summarized by two geological cross-sections of the Castelnuovo ridge, showing that the seismic site effects at the Castelnuovo village are mainly related to stratigraphic amplification.
How to cite: Spadi, M., Tallini, M., Albano, M., Cosentino, D., Nocentini, M., and Saroli, M.: Local Seismic site effects estimated by detailed seismic surveys: the case of Castelnuovo village (L’Aquila Basin, central Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6078, https://doi.org/10.5194/egusphere-egu21-6078, 2021.
EGU21-4928 | vPICO presentations | NH4.1
Bounding surface models in site response analysis: comparison with the equivalent linear approachTony Fierro, Massimina Castiglia, and Filippo Santucci de Magistris
A reliable prediction of the response of a soil column subjected to earthquake excitation is a basic although challenging achievement in geotechnical earthquake engineering problems.
A critical step is the analysis type selection. Nowadays, the equivalent linear approach is extremely widespread, mainly for its low computational demand and for its suitability to simulate soil behaviour up to the medium-strain level. However, this approach approximates the hysteresis loop exhibited by soils during a load cycle through an average shear modulus and damping ratio. Consequently, the nonlinear approach would more adequately describe the real soil behaviour, but it requires a large amount of data to be correctly calibrated that is not always available.
To address the differences by using these approaches, a comparison between the surficial acceleration response spectra of a single-layered 20 m-thick soil column of Messina Gravels (gravel and sand with occasionally silty levels) underlain by a rigid bedrock, subjected to strong-motion recordings, is presented.
The software STRATA was used for the equivalent linear analyses. The nonlinear site response analyses were performed with the OpenSees framework, while the bounding surface-based SANISAND constitutive model was selected to reproduce the soil nonlinear behaviour.
A single column in 3D space with periodic boundaries to simulate 1D conditions was considered. The input excitation was applied at the base nodes of the column and the parameters to be assigned to the model were obtained from Gorini (2019).
For both analysis methods, linear elastic analyses were performed by applying a 0.3g sine sweep with frequencies up to 30 Hz. The obtained results were interpreted in terms of acceleration transfer function and a satisfactory congruence was achieved.
The non-linear behaviour of the soil was triggered by applying three accelerograms from strong-motion events (Kobe, Kocaeli and Chi-Chi), downloaded from the PEER database. As results, for periods higher than 1.5 s neglectable amplification effects are observed, so a good accordance is highlighted between equivalent linear and nonlinear analyses. For the period range 0.3-1.5 s, amplification occurs but it is still correctly caught by both the approaches. Strong differences are, instead, observed in the lower periods range, up to 0.3 s, where the equivalent linear approach returns essentially similar spectral accelerations as those of the input motions, while nonlinear analysis highlights amplification and eventually deamplification effects.
In conclusion, it appears that the soil non-linearity should be carefully evaluated for high-seismicity areas because the equivalent linear method tends to underestimate the response, assuming a stiffer behaviour. This was clear for a single-layered soil column and it becomes certainly more complex for stratified soil deposits. To this end, the non-linear approach appears more appropriate to avoid underpredictions of the input motion to be applied for design purposes, but a high effort should be made to properly characterize the soil for the calibration of the selected nonlinear model as well.
How to cite: Fierro, T., Castiglia, M., and Santucci de Magistris, F.: Bounding surface models in site response analysis: comparison with the equivalent linear approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4928, https://doi.org/10.5194/egusphere-egu21-4928, 2021.
A reliable prediction of the response of a soil column subjected to earthquake excitation is a basic although challenging achievement in geotechnical earthquake engineering problems.
A critical step is the analysis type selection. Nowadays, the equivalent linear approach is extremely widespread, mainly for its low computational demand and for its suitability to simulate soil behaviour up to the medium-strain level. However, this approach approximates the hysteresis loop exhibited by soils during a load cycle through an average shear modulus and damping ratio. Consequently, the nonlinear approach would more adequately describe the real soil behaviour, but it requires a large amount of data to be correctly calibrated that is not always available.
To address the differences by using these approaches, a comparison between the surficial acceleration response spectra of a single-layered 20 m-thick soil column of Messina Gravels (gravel and sand with occasionally silty levels) underlain by a rigid bedrock, subjected to strong-motion recordings, is presented.
The software STRATA was used for the equivalent linear analyses. The nonlinear site response analyses were performed with the OpenSees framework, while the bounding surface-based SANISAND constitutive model was selected to reproduce the soil nonlinear behaviour.
A single column in 3D space with periodic boundaries to simulate 1D conditions was considered. The input excitation was applied at the base nodes of the column and the parameters to be assigned to the model were obtained from Gorini (2019).
For both analysis methods, linear elastic analyses were performed by applying a 0.3g sine sweep with frequencies up to 30 Hz. The obtained results were interpreted in terms of acceleration transfer function and a satisfactory congruence was achieved.
The non-linear behaviour of the soil was triggered by applying three accelerograms from strong-motion events (Kobe, Kocaeli and Chi-Chi), downloaded from the PEER database. As results, for periods higher than 1.5 s neglectable amplification effects are observed, so a good accordance is highlighted between equivalent linear and nonlinear analyses. For the period range 0.3-1.5 s, amplification occurs but it is still correctly caught by both the approaches. Strong differences are, instead, observed in the lower periods range, up to 0.3 s, where the equivalent linear approach returns essentially similar spectral accelerations as those of the input motions, while nonlinear analysis highlights amplification and eventually deamplification effects.
In conclusion, it appears that the soil non-linearity should be carefully evaluated for high-seismicity areas because the equivalent linear method tends to underestimate the response, assuming a stiffer behaviour. This was clear for a single-layered soil column and it becomes certainly more complex for stratified soil deposits. To this end, the non-linear approach appears more appropriate to avoid underpredictions of the input motion to be applied for design purposes, but a high effort should be made to properly characterize the soil for the calibration of the selected nonlinear model as well.
How to cite: Fierro, T., Castiglia, M., and Santucci de Magistris, F.: Bounding surface models in site response analysis: comparison with the equivalent linear approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4928, https://doi.org/10.5194/egusphere-egu21-4928, 2021.
EGU21-12674 | vPICO presentations | NH4.1
Developing an integrated 3D geological-seismological model at urban scale in Basel, SwitzerlandAfifa Imtiaz, Francesco Panzera, Miroslav Hallo, Horst Dresmann, Brian Steiner, and Donat Fäh
Assessment of seismic risk at a local scale is fundamental to the adoption of efficient risk mitigation strategies for urban areas with spatially distributed building portfolios and infrastructure systems. An important component of such a study is to estimate the spatial distribution of the expected seismic ground motion induced by site response. The current work presents a detailed seismic site response study at urban scale, performed in the context of developing an earthquake risk model for the Swiss canton of Basel-Stadt. Different studies undertaken over last two decades in the area concluded that unconsolidated sediments were responsible for inducing resonances and significant amplification of seismic waves over a range of frequencies pertinent to engineering interest. Therefore, we make a step forward in this study by attempting to develop a three-dimensional (3D) integrated geological-seismological model, which will explicitly account for the complex geological conditions at the surface and at depth. Thanks to the past projects, there is an abundance of geological, geophysical and seismological data for Basel. Earthquake recordings are available from an operating network of more than 20 permanent stations as well as from several former and six current temporary stations. Ambient noise measurements are available from several hundred single stations and more than 25 passive seismic arrays. In addition, a number of active seismic measurements and borehole logs are also available. An updated 3D model of subsurface geological structure of the area has been provided by the team of Applied and Environmental Geology (AUG) of University of Basel.
We use dispersion characteristics of surface waves from ambient vibration array data for imaging subsurface shear wave velocity (Vs) profiles. We apply a novel approach based on a Multizonal Transdimensional Inversion (MTI), formulated in the Bayesian probabilistic framework, in order to retrieve 1D Vs profiles from ambient vibration arrays. A joint inversion of multimodal Rayleigh and Love wave dispersion curves along with Rayleigh wave ellipticity curve is performed. This is a major improvement as such joint inversions were performed only for few sites in this area. The key advantages of MTI are that the model complexity in terms of number of layers and distribution of associated parameters are determined self-adaptively from the measured data, and model uncertainties can be assessed quantitatively. Additional constraints on the depths of intermediate layers are drawn from the 3D geological model and boreholes for the multizonal inversion. Moreover, the solution of the transdimensional Bayesian inversion enables reconstruction of the posterior probability density function of prior model parameters and their properties from the ensemble of inverted models. Hence, the model uncertainty can be duly propagated from dispersion curves to Vs profiles. The initial results seem very promising in resolving the interfaces corresponding to major velocity contrasts, especially in the complex sedimentary structure of the Rhine Graben formation. The ongoing analysis will also better identify composition, geometry, thickness and topography of the surficial unconsolidated sediments as well as the underlying more consolidated layers, which will form the basis for future numerical simulations of earthquake ground motion.
How to cite: Imtiaz, A., Panzera, F., Hallo, M., Dresmann, H., Steiner, B., and Fäh, D.: Developing an integrated 3D geological-seismological model at urban scale in Basel, Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12674, https://doi.org/10.5194/egusphere-egu21-12674, 2021.
Assessment of seismic risk at a local scale is fundamental to the adoption of efficient risk mitigation strategies for urban areas with spatially distributed building portfolios and infrastructure systems. An important component of such a study is to estimate the spatial distribution of the expected seismic ground motion induced by site response. The current work presents a detailed seismic site response study at urban scale, performed in the context of developing an earthquake risk model for the Swiss canton of Basel-Stadt. Different studies undertaken over last two decades in the area concluded that unconsolidated sediments were responsible for inducing resonances and significant amplification of seismic waves over a range of frequencies pertinent to engineering interest. Therefore, we make a step forward in this study by attempting to develop a three-dimensional (3D) integrated geological-seismological model, which will explicitly account for the complex geological conditions at the surface and at depth. Thanks to the past projects, there is an abundance of geological, geophysical and seismological data for Basel. Earthquake recordings are available from an operating network of more than 20 permanent stations as well as from several former and six current temporary stations. Ambient noise measurements are available from several hundred single stations and more than 25 passive seismic arrays. In addition, a number of active seismic measurements and borehole logs are also available. An updated 3D model of subsurface geological structure of the area has been provided by the team of Applied and Environmental Geology (AUG) of University of Basel.
We use dispersion characteristics of surface waves from ambient vibration array data for imaging subsurface shear wave velocity (Vs) profiles. We apply a novel approach based on a Multizonal Transdimensional Inversion (MTI), formulated in the Bayesian probabilistic framework, in order to retrieve 1D Vs profiles from ambient vibration arrays. A joint inversion of multimodal Rayleigh and Love wave dispersion curves along with Rayleigh wave ellipticity curve is performed. This is a major improvement as such joint inversions were performed only for few sites in this area. The key advantages of MTI are that the model complexity in terms of number of layers and distribution of associated parameters are determined self-adaptively from the measured data, and model uncertainties can be assessed quantitatively. Additional constraints on the depths of intermediate layers are drawn from the 3D geological model and boreholes for the multizonal inversion. Moreover, the solution of the transdimensional Bayesian inversion enables reconstruction of the posterior probability density function of prior model parameters and their properties from the ensemble of inverted models. Hence, the model uncertainty can be duly propagated from dispersion curves to Vs profiles. The initial results seem very promising in resolving the interfaces corresponding to major velocity contrasts, especially in the complex sedimentary structure of the Rhine Graben formation. The ongoing analysis will also better identify composition, geometry, thickness and topography of the surficial unconsolidated sediments as well as the underlying more consolidated layers, which will form the basis for future numerical simulations of earthquake ground motion.
How to cite: Imtiaz, A., Panzera, F., Hallo, M., Dresmann, H., Steiner, B., and Fäh, D.: Developing an integrated 3D geological-seismological model at urban scale in Basel, Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12674, https://doi.org/10.5194/egusphere-egu21-12674, 2021.
EGU21-1657 | vPICO presentations | NH4.1
An approach to construct a Netherlands-wide ground-motion amplification modelJanneke van Ginkel, Elmer Ruigrok, and Rien Herber
Local site conditions can strongly influence the level of amplification of ground-motion at the surface during an earthquake. Especially near-surface low velocity sediments overlying stiffer seismic bedrock modify earthquake ground motions in terms of amplitudes and frequency content, the so-called site response. Earthquake ground-motion site response is of great concern because it can lead to amplified surface shaking resulting in significant damage on structures despite small magnitude events. The Netherlands has tectonically related seismic activity in the southern region with magnitudes up to 5.8 measured so far. In addition, gas extraction in the Groningen field in the northern part of the Netherlands, is regularly causing shallow (3 km), low magnitude (Mw max= 3.6), induced earthquakes. The shallow geology of the Netherlands consists of a very heterogeneous soft sediment cover, which has a strong effect on seismic wave propagation and in particular on the amplitude of ground shaking.
The ambient seismic field and local earthquakes recorded over 69 borehole stations in Groningen are used to define relationships between the subsurface lithological composition, measured shear-wave velocity profiles, horizontal-to-vertical spectral ratios (HVSR) and empirical transfer functions (ETF). For the Groningen region we show that the HVSR matches the ETF well and conclude that the HVSR can be used as a first proxy for earthquake site-response. In addition, based on the ETFs we observe that most of the seismic wave amplification occurs in the top 50 m of the much thicker sediment layer. Here, a velocity contrast is present between the very soft Holocene clays and peat on top of the stiffer Pleistocene sands.
Based on the learnings from Groningen we first constructed sediment type classes for the Dutch subsurface, each class representing a level of expected amplification. Secondly, the HVSR curves are estimated for all surface seismometers in the Netherlands seismic network and a sediment class is assigned to each location. Highest HVSR peak amplitudes are measured at sites with the highest level of amplification of the sediment classification. Based on this correlation and the presence of a detailed shallow geological model at most sites in the Netherlands, a simplistic approach is presented to predict amplification at any location with sufficient lithologic information. With this approach based on the shallow sediment composition, we can obtain constraints on the seismic hazard in areas that have limited data availability but have potential risk of seismicity, for example due to geothermal energy extraction.
How to cite: van Ginkel, J., Ruigrok, E., and Herber, R.: An approach to construct a Netherlands-wide ground-motion amplification model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1657, https://doi.org/10.5194/egusphere-egu21-1657, 2021.
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Local site conditions can strongly influence the level of amplification of ground-motion at the surface during an earthquake. Especially near-surface low velocity sediments overlying stiffer seismic bedrock modify earthquake ground motions in terms of amplitudes and frequency content, the so-called site response. Earthquake ground-motion site response is of great concern because it can lead to amplified surface shaking resulting in significant damage on structures despite small magnitude events. The Netherlands has tectonically related seismic activity in the southern region with magnitudes up to 5.8 measured so far. In addition, gas extraction in the Groningen field in the northern part of the Netherlands, is regularly causing shallow (3 km), low magnitude (Mw max= 3.6), induced earthquakes. The shallow geology of the Netherlands consists of a very heterogeneous soft sediment cover, which has a strong effect on seismic wave propagation and in particular on the amplitude of ground shaking.
The ambient seismic field and local earthquakes recorded over 69 borehole stations in Groningen are used to define relationships between the subsurface lithological composition, measured shear-wave velocity profiles, horizontal-to-vertical spectral ratios (HVSR) and empirical transfer functions (ETF). For the Groningen region we show that the HVSR matches the ETF well and conclude that the HVSR can be used as a first proxy for earthquake site-response. In addition, based on the ETFs we observe that most of the seismic wave amplification occurs in the top 50 m of the much thicker sediment layer. Here, a velocity contrast is present between the very soft Holocene clays and peat on top of the stiffer Pleistocene sands.
Based on the learnings from Groningen we first constructed sediment type classes for the Dutch subsurface, each class representing a level of expected amplification. Secondly, the HVSR curves are estimated for all surface seismometers in the Netherlands seismic network and a sediment class is assigned to each location. Highest HVSR peak amplitudes are measured at sites with the highest level of amplification of the sediment classification. Based on this correlation and the presence of a detailed shallow geological model at most sites in the Netherlands, a simplistic approach is presented to predict amplification at any location with sufficient lithologic information. With this approach based on the shallow sediment composition, we can obtain constraints on the seismic hazard in areas that have limited data availability but have potential risk of seismicity, for example due to geothermal energy extraction.
How to cite: van Ginkel, J., Ruigrok, E., and Herber, R.: An approach to construct a Netherlands-wide ground-motion amplification model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1657, https://doi.org/10.5194/egusphere-egu21-1657, 2021.
EGU21-2014 | vPICO presentations | NH4.1
Evaluation of stratigraphic effects on seismic site response over large areas: the case study of ItalyGaetano Falcone, Gianluca Acunzo, Amerigo Mendicelli, Federico Mori, Giuseppe Naso, Edoardo Peronace, Attilio Porchia, Gino Romagnoli, Emanuele Tarquini, and Massimiliano Moscatelli
Estimation of site effects over large areas is a key-issue for land management and emergency system planning in a risk mitigation perspective. In general, site-conditions are retrieved from available global datasets and the ground-shaking estimation is based on ground motion prediction equations.
An advanced procedure to estimate site effects over large areas is here proposed with reference to the Italian territory. Site-condition were defined for homogenous morpho-geological areas in accordance to the borehole logs and the geophysical data archived in the Italian database for seismic microzonation (https://www.webms.it/). Ground motion modifications were determined by means of about 30 milion of one-dimensional numerical simulations of local seismic site response. Correlations between amplification factors (i.e. the ratio between free-field and outcrop response spectra), AF, and site-condition (i.e. harmonic mean of the shear wave velocity in the upper 30 m of the deposit, VS30) were determined for each morpho-geological homogeneous area depending on the reference seismic intensity (i.e. referred to the outcropping stiff rock characterised by VS30 ≥ 800 m/s). The AF-VS30 correlations were proved to satisfactory forecast the site effects when compared with the results of site specific estimation of local seismic site response.
How to cite: Falcone, G., Acunzo, G., Mendicelli, A., Mori, F., Naso, G., Peronace, E., Porchia, A., Romagnoli, G., Tarquini, E., and Moscatelli, M.: Evaluation of stratigraphic effects on seismic site response over large areas: the case study of Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2014, https://doi.org/10.5194/egusphere-egu21-2014, 2021.
Estimation of site effects over large areas is a key-issue for land management and emergency system planning in a risk mitigation perspective. In general, site-conditions are retrieved from available global datasets and the ground-shaking estimation is based on ground motion prediction equations.
An advanced procedure to estimate site effects over large areas is here proposed with reference to the Italian territory. Site-condition were defined for homogenous morpho-geological areas in accordance to the borehole logs and the geophysical data archived in the Italian database for seismic microzonation (https://www.webms.it/). Ground motion modifications were determined by means of about 30 milion of one-dimensional numerical simulations of local seismic site response. Correlations between amplification factors (i.e. the ratio between free-field and outcrop response spectra), AF, and site-condition (i.e. harmonic mean of the shear wave velocity in the upper 30 m of the deposit, VS30) were determined for each morpho-geological homogeneous area depending on the reference seismic intensity (i.e. referred to the outcropping stiff rock characterised by VS30 ≥ 800 m/s). The AF-VS30 correlations were proved to satisfactory forecast the site effects when compared with the results of site specific estimation of local seismic site response.
How to cite: Falcone, G., Acunzo, G., Mendicelli, A., Mori, F., Naso, G., Peronace, E., Porchia, A., Romagnoli, G., Tarquini, E., and Moscatelli, M.: Evaluation of stratigraphic effects on seismic site response over large areas: the case study of Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2014, https://doi.org/10.5194/egusphere-egu21-2014, 2021.
EGU21-3430 | vPICO presentations | NH4.1
A workflow to discern 1D and 2D ground resonances with single-station microtremor measurementsGiulia Sgattoni and Silvia Castellaro
Measuring ground resonances is of great importance for seismic site amplification studies. The task is usually addressed with the common H/V (horizontal to vertical spectral ratio) approach, which is widely used for both microzonation studies and stratigraphic imaging. Peaks on the H/V function are used to identify ground resonance frequencies, usually assuming 1D site conditions, i.e. with plane-parallel stratigraphy. In the simple case of a horizontal soft layer overlying a bedrock, 1D resonance is linked to the local bedrock depth (as a function of the shear wave velocity of the sediment layer). Therefore, when the 1D approximation holds, spatial variations of the resonance frequency reflect changes of bedrock depth (when lateral homogeneity of the sediment cover can be assumed). However, at sites with non-plane subsurface geometries, more complex resonance patterns may develop, such as 2D resonance patterns that typically occur within sediment-filled valleys. In this case, 2D resonance involves simultaneous vibration of the whole sedimentary infill at the same frequency, which may lead to large seismic amplification. 2D ground resonances can no longer be linked to the local depth-to-bedrock directly below the measurement site, but depend on the whole valley geometry and mechanic properties. Distinguishing between the 1D and 2D nature of a site is mandatory to avoid wrong stratigraphic and dynamic interpretations, which is in turn extremely relevant for seismic site response assessment.
We investigated the problem in the Bolzano sedimentary basin (Northern Italy), which lies at the intersection between three valleys, using a single-station microtremor approach, the same usually applied for H/V surveys. We observed that the footprints of 1D and 2D resonances reside in different behaviors along the three components of motion. This is because, while the dynamic behavior of a 1D-site is the same along all horizontal directions, 2D resonances differ along the longitudinal and transversal directions of the resonating body, e.g. parallel and perpendicular to the valley axis. In addition, 2D resonance modes involve also a vertical component. This implies that the H/V method, by mixing the information along the three components, is not suitable to detect 2D resonances, that can be acknowledged only by looking at the individual spectral components and not at the H/V curves alone.
By analyzing several hundred single-station microtremor measurements, we identified a list of frequency and amplitude features that characterize 1D and 2D resonances on individual spectral components of motion and on H/V ratios, on a single measurement and on several measurements acquired along profiles across the investigated valleys. We identified valleys characterized by 1D-only, 1D+2D and 2D-only resonance patterns and we propose a workflow scheme to conduct experimental measurements and data analysis in order to directly assess the 1D or 2D resonance nature of a site with a single-station approach, rather than evaluating this indirectly with numerical modelling.
How to cite: Sgattoni, G. and Castellaro, S.: A workflow to discern 1D and 2D ground resonances with single-station microtremor measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3430, https://doi.org/10.5194/egusphere-egu21-3430, 2021.
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Measuring ground resonances is of great importance for seismic site amplification studies. The task is usually addressed with the common H/V (horizontal to vertical spectral ratio) approach, which is widely used for both microzonation studies and stratigraphic imaging. Peaks on the H/V function are used to identify ground resonance frequencies, usually assuming 1D site conditions, i.e. with plane-parallel stratigraphy. In the simple case of a horizontal soft layer overlying a bedrock, 1D resonance is linked to the local bedrock depth (as a function of the shear wave velocity of the sediment layer). Therefore, when the 1D approximation holds, spatial variations of the resonance frequency reflect changes of bedrock depth (when lateral homogeneity of the sediment cover can be assumed). However, at sites with non-plane subsurface geometries, more complex resonance patterns may develop, such as 2D resonance patterns that typically occur within sediment-filled valleys. In this case, 2D resonance involves simultaneous vibration of the whole sedimentary infill at the same frequency, which may lead to large seismic amplification. 2D ground resonances can no longer be linked to the local depth-to-bedrock directly below the measurement site, but depend on the whole valley geometry and mechanic properties. Distinguishing between the 1D and 2D nature of a site is mandatory to avoid wrong stratigraphic and dynamic interpretations, which is in turn extremely relevant for seismic site response assessment.
We investigated the problem in the Bolzano sedimentary basin (Northern Italy), which lies at the intersection between three valleys, using a single-station microtremor approach, the same usually applied for H/V surveys. We observed that the footprints of 1D and 2D resonances reside in different behaviors along the three components of motion. This is because, while the dynamic behavior of a 1D-site is the same along all horizontal directions, 2D resonances differ along the longitudinal and transversal directions of the resonating body, e.g. parallel and perpendicular to the valley axis. In addition, 2D resonance modes involve also a vertical component. This implies that the H/V method, by mixing the information along the three components, is not suitable to detect 2D resonances, that can be acknowledged only by looking at the individual spectral components and not at the H/V curves alone.
By analyzing several hundred single-station microtremor measurements, we identified a list of frequency and amplitude features that characterize 1D and 2D resonances on individual spectral components of motion and on H/V ratios, on a single measurement and on several measurements acquired along profiles across the investigated valleys. We identified valleys characterized by 1D-only, 1D+2D and 2D-only resonance patterns and we propose a workflow scheme to conduct experimental measurements and data analysis in order to directly assess the 1D or 2D resonance nature of a site with a single-station approach, rather than evaluating this indirectly with numerical modelling.
How to cite: Sgattoni, G. and Castellaro, S.: A workflow to discern 1D and 2D ground resonances with single-station microtremor measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3430, https://doi.org/10.5194/egusphere-egu21-3430, 2021.
EGU21-10341 | vPICO presentations | NH4.1
Characterization of the engineering geological units with the shear wave velocity parameter: statistical analysis of data from the Italian seismic microzonation studiesGino Romagnoli, Gianluca Carbone, Stefano Catalano, Massimo Cesarano, Stefania Fabozzi, Gaetano Falcone, Massimiliano Moscatelli, Giuseppe Naso, Edoardo Peronace, Attilio Porchia, Emanuele Tarquini, and Dario Albarello
The availability of a unique database, where all data of the seismic microzonation studies carried out in about 1900 municipalities of Italy (https://www.webms.it/) are achieved with a standardized format, allowed statistical elaborations in terms of subsoil parameters. In particular, we analysed borehole logs and geophysical data in order to characterize them with the shear wave velocity (Vs) vertical profile, and the code of standardized engineering geological units, according to the Italian Guidelines for Seismic Microzonation (Seismic Microzonation Working Group, 2015; 2018). The Vs parameter, extracted from about 3700 geophysical surveys, was correlated to the engineering geological units from the borehole logs, with 1meter step. The correlation was performed for about 1700 available Down-Hole (DH) surveys and for about 2000 Multichannel Analyses of Surface Waves (MASW). For these latter, we selected only MASW surveys located near boreholes, no more than 100 m away. The statistical analysis on the distribution and dispersion of Vs parameter allowed to calculate the Vs values related to the mode, mean, median, standard deviation, first quartile, third quartile, minimum and maximum, and the trend with depth of Vs for each engineering geological unit. Validation with external datasets (e.g. Italian Vs30 map, Mori et al., 2020) demonstrates that the characterization of engineering geological units in term of Vs, based on velocity profiles extracted by the Italian seismic microzonation dataset, allow to reliably characterize the engineering geological model, where no geophysical data are available. Statistics of subsoil parameters will represent a fundamental tool for computing local seismic ground motion parameters (e.g. PGA, HSM) in the areas not covered by seismic microzonation studies.
References
- Mori, F., Mendicelli, A., Moscatelli, M., Romagnoli, 796 G., Peronace, E., Naso, G., 2020. A new Vs30 map for Italy based on the seismic microzonation dataset. Engineering Geology 275, 105745. https://doi.org/10.1016/j.enggeo.2020.105745.
- Seismic Microzonation Working Group, 2015. Guidelines for Seismic Microzonation http://www.protezionecivile.gov.it/httpdocs/cms/attach_extra/GuidelinesForSeismicMicrozonation.pdf
- Seismic Microzonation Working Group, 2018. Standard di rappresentazione e archiviazione informatica Versione 4.1. http://www.protezionecivile.gov.it/attivita-rischi/rischio-sismico/attivita/commissione-supporto-monitoraggio-studi-microzonazione/standard-rappresentazione-archiviazione-informatica
How to cite: Romagnoli, G., Carbone, G., Catalano, S., Cesarano, M., Fabozzi, S., Falcone, G., Moscatelli, M., Naso, G., Peronace, E., Porchia, A., Tarquini, E., and Albarello, D.: Characterization of the engineering geological units with the shear wave velocity parameter: statistical analysis of data from the Italian seismic microzonation studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10341, https://doi.org/10.5194/egusphere-egu21-10341, 2021.
The availability of a unique database, where all data of the seismic microzonation studies carried out in about 1900 municipalities of Italy (https://www.webms.it/) are achieved with a standardized format, allowed statistical elaborations in terms of subsoil parameters. In particular, we analysed borehole logs and geophysical data in order to characterize them with the shear wave velocity (Vs) vertical profile, and the code of standardized engineering geological units, according to the Italian Guidelines for Seismic Microzonation (Seismic Microzonation Working Group, 2015; 2018). The Vs parameter, extracted from about 3700 geophysical surveys, was correlated to the engineering geological units from the borehole logs, with 1meter step. The correlation was performed for about 1700 available Down-Hole (DH) surveys and for about 2000 Multichannel Analyses of Surface Waves (MASW). For these latter, we selected only MASW surveys located near boreholes, no more than 100 m away. The statistical analysis on the distribution and dispersion of Vs parameter allowed to calculate the Vs values related to the mode, mean, median, standard deviation, first quartile, third quartile, minimum and maximum, and the trend with depth of Vs for each engineering geological unit. Validation with external datasets (e.g. Italian Vs30 map, Mori et al., 2020) demonstrates that the characterization of engineering geological units in term of Vs, based on velocity profiles extracted by the Italian seismic microzonation dataset, allow to reliably characterize the engineering geological model, where no geophysical data are available. Statistics of subsoil parameters will represent a fundamental tool for computing local seismic ground motion parameters (e.g. PGA, HSM) in the areas not covered by seismic microzonation studies.
References
- Mori, F., Mendicelli, A., Moscatelli, M., Romagnoli, 796 G., Peronace, E., Naso, G., 2020. A new Vs30 map for Italy based on the seismic microzonation dataset. Engineering Geology 275, 105745. https://doi.org/10.1016/j.enggeo.2020.105745.
- Seismic Microzonation Working Group, 2015. Guidelines for Seismic Microzonation http://www.protezionecivile.gov.it/httpdocs/cms/attach_extra/GuidelinesForSeismicMicrozonation.pdf
- Seismic Microzonation Working Group, 2018. Standard di rappresentazione e archiviazione informatica Versione 4.1. http://www.protezionecivile.gov.it/attivita-rischi/rischio-sismico/attivita/commissione-supporto-monitoraggio-studi-microzonazione/standard-rappresentazione-archiviazione-informatica
How to cite: Romagnoli, G., Carbone, G., Catalano, S., Cesarano, M., Fabozzi, S., Falcone, G., Moscatelli, M., Naso, G., Peronace, E., Porchia, A., Tarquini, E., and Albarello, D.: Characterization of the engineering geological units with the shear wave velocity parameter: statistical analysis of data from the Italian seismic microzonation studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10341, https://doi.org/10.5194/egusphere-egu21-10341, 2021.
EGU21-13659 | vPICO presentations | NH4.1
Hard as a rock? Looking for typical and atypical reference sites in the Greek networkOlga-Joan Ktenidou, Faidra Gkika, Erion-Vasilis Pikoulis, and Christos Evangelidis
Although it is nowadays desirable and even typical to characterise site conditions in detail at modern recording stations, this is not yet a general rule in Greece, due to the large number and geographical dispersion of stations. Indeed, most of them are still characterised merely through geological descriptions or proxy-based parameters, rather than through in-situ measurements. Considering: 1. the progress made in recent years with sophisticated ground motion models and the need to define region-specific rock conditions based on data, 2. the move towards large open-access strong-motion databases that require detailed site metadata, and 3. that Greek-provenance recordings represent a significant portion of European seismic data, there are many reasons to improve our understanding of site response at these stations. Moreover, it has been shown recently in several regions that even sites considered as rock can exhibit amplification and ground motion variability, which has given rise to more scientific research into the definition of reference sites. For Greece, in-situ-characterisation campaigns for the entire network would impose unattainable time/budget constraints; so, instead, we implement alternative empirical approaches using the recordings themselves, such as the horizontal-to-vertical spectral ratio technique and its variability. We present examples of 'well-behaved', typical rock sites, and others whose response diverges from what is assumed for their class.
How to cite: Ktenidou, O.-J., Gkika, F., Pikoulis, E.-V., and Evangelidis, C.: Hard as a rock? Looking for typical and atypical reference sites in the Greek network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13659, https://doi.org/10.5194/egusphere-egu21-13659, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Although it is nowadays desirable and even typical to characterise site conditions in detail at modern recording stations, this is not yet a general rule in Greece, due to the large number and geographical dispersion of stations. Indeed, most of them are still characterised merely through geological descriptions or proxy-based parameters, rather than through in-situ measurements. Considering: 1. the progress made in recent years with sophisticated ground motion models and the need to define region-specific rock conditions based on data, 2. the move towards large open-access strong-motion databases that require detailed site metadata, and 3. that Greek-provenance recordings represent a significant portion of European seismic data, there are many reasons to improve our understanding of site response at these stations. Moreover, it has been shown recently in several regions that even sites considered as rock can exhibit amplification and ground motion variability, which has given rise to more scientific research into the definition of reference sites. For Greece, in-situ-characterisation campaigns for the entire network would impose unattainable time/budget constraints; so, instead, we implement alternative empirical approaches using the recordings themselves, such as the horizontal-to-vertical spectral ratio technique and its variability. We present examples of 'well-behaved', typical rock sites, and others whose response diverges from what is assumed for their class.
How to cite: Ktenidou, O.-J., Gkika, F., Pikoulis, E.-V., and Evangelidis, C.: Hard as a rock? Looking for typical and atypical reference sites in the Greek network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13659, https://doi.org/10.5194/egusphere-egu21-13659, 2021.
EGU21-10181 | vPICO presentations | NH4.1
Effect of stiff-soft alternanting layers in volcanic areas on seismic site responseStefania Fabozzi, Stefano Catalano, Giuseppe Naso, Alessandro Pagliaroli, Edoardo Peronace, Attilio Porchia, Gino Romagnoli, and Massimiliano Moscatelli
The seismic subsoil response in terms of amplification or attenuation of the ground motion is the result of a complex combination of factors, including the vertical and horizontal subsoil heterogeneities (Fabozzi et al., 2021). In volcanic areas in particular, the vertical subsoil heterogeneities are well identified by characteristic superposition of stiffer volcanic horizons on softer levels, giving rise to stiff-soft alternating layers, also in the form of multiple Vs inversions with the depth. This condition is typical of sheet-like blankets of lava or pyroclastic deposits, extensively covering the sedimentary substratum, frequent in the peripheral areas of large basaltic stratovolcanos or in areas adjacent to large explosive acidic volcanic edifices. The aim of the present work is to study the effect of such vertical heterogeneities on the seismic site response. With this end, in correspondence of volcanic areas identified by means of a preliminary geological screening in the Italian territory, subsoil properties relevant for seismic site response analyses were extracted from the Italian database of the seismic microzonation studies (DB-SMs in DPC, 2018), which is available at www.webms.it and is developed and maintained by CNR IGAG (National Research Council of Italy, Institute of Environmental Geology and Geoengineering, www.igag.cnr. it). The collection of input data was used for an extensive one-dimensional equivalent linear numerical site response analyses, in order to evaluate the influence of stiffness inversions on ground motion at surface. In particular, different idealized subsoil 1D models of the identified geological areas were defined in terms of variation of layers thickness, shear wave velocity and nonlinear properties. The effect of the variability of these parameters on the seismic site response in terms of amplification factors (ICMS, 2008) was studied parametrically.
References
- DPC, Dipartimento della Protezione Civile, 2018. Commissione tecnica per il supporto e monitoraggio degli studi di Microzonazione Sismica (ex art.5, OPCM3907/10), (2018) WebMs; WebCLE. A cura di: Maria Sole Benigni, Fabrizio Bramerini, Gianluca Carbone, Sergio Castenetto, Gian Paolo Cavinato, Monia Coltella, Margherita Giuffrè, Massimiliano Moscatelli. In: Giuseppe Naso. Andrea Pietrosante, Francesco Stigliano.
- Fabozzi S., Catalano S., Falcone G., Naso G., Pagliaroli A., Peronace E., Porchia A., Romagnoli G., Moscatelli M. (2021) Stochastic approach to study the site response in presence of shear wave velocity inversion: application to seismic microzonation studies in Italy. Engineering Geology https://doi.org/10.1016/j.enggeo.2020.105914.
- ICMS, 2008. Indirizzi e Criteri per la Microzonazione Sismica. In: Gruppo di lavoro ICMS. Conferenza Delle Regioni E Province Autonome - Dipartimento Della Protezione Civile. https://www.centromicrozonazionesismica.it/it/download/category/7-indi rizzi-e-criteri-per-lamicrozonazione-sismica (In Italian).
How to cite: Fabozzi, S., Catalano, S., Naso, G., Pagliaroli, A., Peronace, E., Porchia, A., Romagnoli, G., and Moscatelli, M.: Effect of stiff-soft alternanting layers in volcanic areas on seismic site response , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10181, https://doi.org/10.5194/egusphere-egu21-10181, 2021.
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The seismic subsoil response in terms of amplification or attenuation of the ground motion is the result of a complex combination of factors, including the vertical and horizontal subsoil heterogeneities (Fabozzi et al., 2021). In volcanic areas in particular, the vertical subsoil heterogeneities are well identified by characteristic superposition of stiffer volcanic horizons on softer levels, giving rise to stiff-soft alternating layers, also in the form of multiple Vs inversions with the depth. This condition is typical of sheet-like blankets of lava or pyroclastic deposits, extensively covering the sedimentary substratum, frequent in the peripheral areas of large basaltic stratovolcanos or in areas adjacent to large explosive acidic volcanic edifices. The aim of the present work is to study the effect of such vertical heterogeneities on the seismic site response. With this end, in correspondence of volcanic areas identified by means of a preliminary geological screening in the Italian territory, subsoil properties relevant for seismic site response analyses were extracted from the Italian database of the seismic microzonation studies (DB-SMs in DPC, 2018), which is available at www.webms.it and is developed and maintained by CNR IGAG (National Research Council of Italy, Institute of Environmental Geology and Geoengineering, www.igag.cnr. it). The collection of input data was used for an extensive one-dimensional equivalent linear numerical site response analyses, in order to evaluate the influence of stiffness inversions on ground motion at surface. In particular, different idealized subsoil 1D models of the identified geological areas were defined in terms of variation of layers thickness, shear wave velocity and nonlinear properties. The effect of the variability of these parameters on the seismic site response in terms of amplification factors (ICMS, 2008) was studied parametrically.
References
- DPC, Dipartimento della Protezione Civile, 2018. Commissione tecnica per il supporto e monitoraggio degli studi di Microzonazione Sismica (ex art.5, OPCM3907/10), (2018) WebMs; WebCLE. A cura di: Maria Sole Benigni, Fabrizio Bramerini, Gianluca Carbone, Sergio Castenetto, Gian Paolo Cavinato, Monia Coltella, Margherita Giuffrè, Massimiliano Moscatelli. In: Giuseppe Naso. Andrea Pietrosante, Francesco Stigliano.
- Fabozzi S., Catalano S., Falcone G., Naso G., Pagliaroli A., Peronace E., Porchia A., Romagnoli G., Moscatelli M. (2021) Stochastic approach to study the site response in presence of shear wave velocity inversion: application to seismic microzonation studies in Italy. Engineering Geology https://doi.org/10.1016/j.enggeo.2020.105914.
- ICMS, 2008. Indirizzi e Criteri per la Microzonazione Sismica. In: Gruppo di lavoro ICMS. Conferenza Delle Regioni E Province Autonome - Dipartimento Della Protezione Civile. https://www.centromicrozonazionesismica.it/it/download/category/7-indi rizzi-e-criteri-per-lamicrozonazione-sismica (In Italian).
How to cite: Fabozzi, S., Catalano, S., Naso, G., Pagliaroli, A., Peronace, E., Porchia, A., Romagnoli, G., and Moscatelli, M.: Effect of stiff-soft alternanting layers in volcanic areas on seismic site response , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10181, https://doi.org/10.5194/egusphere-egu21-10181, 2021.
EGU21-16521 | vPICO presentations | NH4.1
Site effect analysis to support the future seismic microzonation of Dushanbe, TajikistanFarkhod Hakimov, Gisela Domej, Anatoly Ischuk, Klaus Reicherter, Léna Cauchie, and Hans-Balder Havenith
Similar to other big cities in Central Asia (such as Tashkent, the capital of Uzbekistan, or Bishkek, the capital of Kyrgyzstan), the capital of Tajikistan, Dushanbe, is highly exposed to earthquake and associated secondary hazards due to its close vicinity to two active fault systems, the Hissar–Kokshal Fault located in the north of the city, and the Iyak–Vaksh Fault in the south. The most recent damaging earthquake near Dushanbe was located in the Tajik Depression in western Tajikistan, the Hissar Earthquake in 1989 (M = 5.5), causing small direct damage on buildings, but triggered extensive liquefaction phenomena and related landslide in loess deposits. The villages of Sharora and Okuli-Bolo were affected by mudflows destroying more than 100 houses, and 247 persons died.
To ensure people’s safety, especially for a rapidly growing city such as Dushanbe, adequate constructions and a detailed seismic microzonation map (and related data) are the keys for sustainable urban planning. Existing estimations of seismic hazards date back to 1978; they are based on engineering geological investigations and observed macroseismic data. These were used to create the Tajik Building Code which considers seismic intensities according to the Medvedev–Sponheuer–Karnik Scale, MSK-64. However, this code does not accurately account for soil types which vary considerably in Dushanbe – not only by their nature but also due to increasing anthropogenic alteration. In this study, we performed a series of analyses on Microtremor Array Measurements, Seismic Refraction Tomography, and instrumental data recording from permanent as well as from mobile seismic stations (H/V method) in order to provide the site effect analysis for a new comprehensive microzonation of Dushanbe (and neighboring areas) accounting for the different soil types. Our results identify several critical areas where major damage is likely to occur during strong earthquakes.
How to cite: Hakimov, F., Domej, G., Ischuk, A., Reicherter, K., Cauchie, L., and Havenith, H.-B.: Site effect analysis to support the future seismic microzonation of Dushanbe, Tajikistan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16521, https://doi.org/10.5194/egusphere-egu21-16521, 2021.
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Similar to other big cities in Central Asia (such as Tashkent, the capital of Uzbekistan, or Bishkek, the capital of Kyrgyzstan), the capital of Tajikistan, Dushanbe, is highly exposed to earthquake and associated secondary hazards due to its close vicinity to two active fault systems, the Hissar–Kokshal Fault located in the north of the city, and the Iyak–Vaksh Fault in the south. The most recent damaging earthquake near Dushanbe was located in the Tajik Depression in western Tajikistan, the Hissar Earthquake in 1989 (M = 5.5), causing small direct damage on buildings, but triggered extensive liquefaction phenomena and related landslide in loess deposits. The villages of Sharora and Okuli-Bolo were affected by mudflows destroying more than 100 houses, and 247 persons died.
To ensure people’s safety, especially for a rapidly growing city such as Dushanbe, adequate constructions and a detailed seismic microzonation map (and related data) are the keys for sustainable urban planning. Existing estimations of seismic hazards date back to 1978; they are based on engineering geological investigations and observed macroseismic data. These were used to create the Tajik Building Code which considers seismic intensities according to the Medvedev–Sponheuer–Karnik Scale, MSK-64. However, this code does not accurately account for soil types which vary considerably in Dushanbe – not only by their nature but also due to increasing anthropogenic alteration. In this study, we performed a series of analyses on Microtremor Array Measurements, Seismic Refraction Tomography, and instrumental data recording from permanent as well as from mobile seismic stations (H/V method) in order to provide the site effect analysis for a new comprehensive microzonation of Dushanbe (and neighboring areas) accounting for the different soil types. Our results identify several critical areas where major damage is likely to occur during strong earthquakes.
How to cite: Hakimov, F., Domej, G., Ischuk, A., Reicherter, K., Cauchie, L., and Havenith, H.-B.: Site effect analysis to support the future seismic microzonation of Dushanbe, Tajikistan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16521, https://doi.org/10.5194/egusphere-egu21-16521, 2021.
EGU21-9647 | vPICO presentations | NH4.1
Three-dimensional numerical modelling of site effects in the Palatine Hill, Roman Forum, and Coliseum archaeological areaRoberto Razzano, Massimiliano Moscatelli, Alessandro Pagliaroli, Marco Mancini, Francesco Stigliano, and Giuseppe Lanzo
In this work we analyzed the three-dimensional seismic site response of the Central Archaeological Area of Rome, which includes the Palatine Hill, Roman Forum, and Coliseum area. The study area is characterized by complex site conditions (stratigraphy, dynamic properties, surficial and buried morphology, etc). Detailed three-dimensional large-scale model was built in order to evaluate site response using dynamic numerical modelling approach. The explicit finite‐difference code FLAC3D (ITASCA Consulting group Inc., 2017) was used for numerical simulations.
The area of Rome is affected by earthquakes from different seismogenic districts: (1) the central Apennine mountain chain, located about 90–130km east of Rome (M = 6.7–7.0); (2) the Colli Albani volcanic area located 20km to the south of the city (M=5.5); and (3) the Rome area itself characterized by rare, shallow, low-magnitude events (M < 5). Both artificial and natural accelerograms were then simulated to be compatible with the reference spectra associated to the three earthquake scenarios.
This study highlights the role of local geological and geotechnical conditions producing amplification of seismic ground motion. The analyses show maximum amplification factors, defined in terms of Housner Intensity ratio for three periods range (0.1-0.5; 0.5-1.0 and 1.0-2.0), as high as 2.2–2.4 over the period range of 0.1–1.0 s. Such values can be significantly relevant for the monumental and archaeological heritage of this area, as many are highly vulnerable due to their great age. Physical phenomena controlling site response are discussed on the basis of buried and surficial morphology and lithostratigraphic conditions. Finally, microzonation maps are produced in order to ascertain the seismic hazard of the examined area and, consequently, to assess possible parameters for seismic retrofitting of the monuments.
How to cite: Razzano, R., Moscatelli, M., Pagliaroli, A., Mancini, M., Stigliano, F., and Lanzo, G.: Three-dimensional numerical modelling of site effects in the Palatine Hill, Roman Forum, and Coliseum archaeological area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9647, https://doi.org/10.5194/egusphere-egu21-9647, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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In this work we analyzed the three-dimensional seismic site response of the Central Archaeological Area of Rome, which includes the Palatine Hill, Roman Forum, and Coliseum area. The study area is characterized by complex site conditions (stratigraphy, dynamic properties, surficial and buried morphology, etc). Detailed three-dimensional large-scale model was built in order to evaluate site response using dynamic numerical modelling approach. The explicit finite‐difference code FLAC3D (ITASCA Consulting group Inc., 2017) was used for numerical simulations.
The area of Rome is affected by earthquakes from different seismogenic districts: (1) the central Apennine mountain chain, located about 90–130km east of Rome (M = 6.7–7.0); (2) the Colli Albani volcanic area located 20km to the south of the city (M=5.5); and (3) the Rome area itself characterized by rare, shallow, low-magnitude events (M < 5). Both artificial and natural accelerograms were then simulated to be compatible with the reference spectra associated to the three earthquake scenarios.
This study highlights the role of local geological and geotechnical conditions producing amplification of seismic ground motion. The analyses show maximum amplification factors, defined in terms of Housner Intensity ratio for three periods range (0.1-0.5; 0.5-1.0 and 1.0-2.0), as high as 2.2–2.4 over the period range of 0.1–1.0 s. Such values can be significantly relevant for the monumental and archaeological heritage of this area, as many are highly vulnerable due to their great age. Physical phenomena controlling site response are discussed on the basis of buried and surficial morphology and lithostratigraphic conditions. Finally, microzonation maps are produced in order to ascertain the seismic hazard of the examined area and, consequently, to assess possible parameters for seismic retrofitting of the monuments.
How to cite: Razzano, R., Moscatelli, M., Pagliaroli, A., Mancini, M., Stigliano, F., and Lanzo, G.: Three-dimensional numerical modelling of site effects in the Palatine Hill, Roman Forum, and Coliseum archaeological area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9647, https://doi.org/10.5194/egusphere-egu21-9647, 2021.
EGU21-16250 | vPICO presentations | NH4.1
30 Ooctober 2020 Samos-Sigacik Earthquake: On Strong Ground Motion and Local Site AmplificationEser Çakti, Karin Sesetyan, Ufuk Hancilar, Merve Caglar, Emrullah Dar, Hakan Suleyman, Fatma Sevil Malcioglu, and Tugce Tetik
The Mw 6.9 earthquake that took place offshore between the Greek island of Samos and Turkey’s İzmir province on 30 October 2020 came hardly as a surprise. Due to the extensional tectonic regime of the Aegean and high deformation rates, earthquakes of similar size frequently occur in the Aegean Sea on fault segments close to the shores of Turkey, affecting the settlements on mainland Turkey and on the Greek Islands. Samos-Sigacik earthquake had a normal faulting mechanism. It was recorded by the strong motion networks in Turkey and Greece. Although expected, the earthquake was an outstanding event in the sense of highly localized, significant levels of building damage as a result of amplified ground motion levels. This presentation is an overview of strong ground motion characteristics of this important event both regionally and locally. Mainshock records suggest that local site effects, enhanced by basin effects could be responsible for structural damage in central Izmir, the third largest city of Turkey located at 60-70 km epicentral distance. We installed a seven-station network in Bayraklı and Karşıyaka districts of İzmir within three days of the mainshock in search of site and basin effects. Through analysis of recorded aftershocks we explore the amplification characeristics of soils in the two aforementioned districts and try to understand the role basin effects might have played in the resulting ground motion levels and consequently damage.
How to cite: Çakti, E., Sesetyan, K., Hancilar, U., Caglar, M., Dar, E., Suleyman, H., Malcioglu, F. S., and Tetik, T.: 30 Ooctober 2020 Samos-Sigacik Earthquake: On Strong Ground Motion and Local Site Amplification, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16250, https://doi.org/10.5194/egusphere-egu21-16250, 2021.
The Mw 6.9 earthquake that took place offshore between the Greek island of Samos and Turkey’s İzmir province on 30 October 2020 came hardly as a surprise. Due to the extensional tectonic regime of the Aegean and high deformation rates, earthquakes of similar size frequently occur in the Aegean Sea on fault segments close to the shores of Turkey, affecting the settlements on mainland Turkey and on the Greek Islands. Samos-Sigacik earthquake had a normal faulting mechanism. It was recorded by the strong motion networks in Turkey and Greece. Although expected, the earthquake was an outstanding event in the sense of highly localized, significant levels of building damage as a result of amplified ground motion levels. This presentation is an overview of strong ground motion characteristics of this important event both regionally and locally. Mainshock records suggest that local site effects, enhanced by basin effects could be responsible for structural damage in central Izmir, the third largest city of Turkey located at 60-70 km epicentral distance. We installed a seven-station network in Bayraklı and Karşıyaka districts of İzmir within three days of the mainshock in search of site and basin effects. Through analysis of recorded aftershocks we explore the amplification characeristics of soils in the two aforementioned districts and try to understand the role basin effects might have played in the resulting ground motion levels and consequently damage.
How to cite: Çakti, E., Sesetyan, K., Hancilar, U., Caglar, M., Dar, E., Suleyman, H., Malcioglu, F. S., and Tetik, T.: 30 Ooctober 2020 Samos-Sigacik Earthquake: On Strong Ground Motion and Local Site Amplification, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16250, https://doi.org/10.5194/egusphere-egu21-16250, 2021.
EGU21-2905 | vPICO presentations | NH4.1
Contribution of a new seismic amplification factor map approach for shakemaps improvement: the Croatia Mw=6.4 earthquake scenario.Federico Mori, Amerigo Mendicelli, Gaetano Falcone, Edoardo Peronace, Massimiliano Moscatelli, and Giuseppe Naso
Estimation of site effects over large areas is a key-issue in a seismic risk mitigation perspective.
We prove here that the IGAG20 approach (Falcone et al., 2021), developed for the estimation of the stratigraphic Amplification Factors (AF) at a national scale for Italy, can be used in international context, as it is based on AF-Vs30 laws developed according to 40 geo-morphological clusters available globally after Iwahashi et al. (2018) and Vs30 proxy laws after Mori et al. (2020).
The availability of AF maps is fundamental for the improvement of the estimates of surface shaking for the "shakemaps" produced after the seismic events, and for the consequent improvement of the preliminary estimates of coseismic effects (i.e. landslides and liquefaction) and damage of residential buildings.
The IGAG20 approach was implemented for evaluating the shaking maps for the recent Mw=6.4 Croatian seismic event, with a focus on the three most affected localities: Petrinjia, Sisak, and Glina. From the OpenQuake engine, Silva et al. (2014), a stochastic scenario analysis was performed and PGV and PGA shaking maps amplified with AF maps were produced. With the PGV map, landslide and liquefaction probability maps are produced respectively with the Nowicki et al. (2018) and Zhu et al. (2017) models. With the PGA map, a preliminary residential buildings damage estimation is produced and compared with the EMS98 damage distribution available from the grading maps produced by COPERNICUS (https://emergency.copernicus.eu/mapping/list-of-components/EMSR491 ). Finally, all the shaking maps are compared with USGS products (https://earthquake.usgs.gov/earthquakes/eventpage/us6000d3zh/executive).
References
Falcone, G., Mendicelli, A., Moscatelli, M., Romagnoli, G., Peronace, E., Naso, G., Acunzo G., Porchia, A., Tarquini, E., 2021. Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach Eng. Geol. - Under review
Iwahashi, J., Kamiya, I., Matsuoka, M., Yamazaki, D., 2018. Global terrain classification using 280 m DEMs: segmentation, clustering, and reclassification. Prog. Earth Planet. Sci. https://doi.org/10.1186/s40645-017-0157-2
Mori, F., Mendicelli, A., Moscatelli, M., Romagnoli, G., Peronace, E., Naso, G., 2020. A new Vs30 map for Italy based on the seismic microzonation dataset. Eng. Geol. https://doi.org/10.1016/j.enggeo.2020.105745
Nowicki Jessee, M.A., Hamburger, M.W., Allstadt, K., Wald, D.J., Robeson, S.M., Tanyas, H., Hearne, M., Thompson, E.M., 2018. A Global Empirical Model for Near-Real-Time Assessment of Seismically Induced Landslides. J. Geophys. Res. Earth Surf. https://doi.org/10.1029/2017JF004494
Silva, V., Crowley, H., Pagani, M., Monelli, D., Pinho, R., 2014. Development of the OpenQuake engine, the Global Earthquake Model’s open-source software for seismic risk assessment. Nat. Hazards. https://doi.org/10.1007/s11069-013-0618-x
Zhu, J., Baise, L.G., Thompson, E.M., 2017. An updated geospatial liquefaction model for global application. Bull. Seismol. Soc. Am. https://doi.org/10.1785/0120160198
How to cite: Mori, F., Mendicelli, A., Falcone, G., Peronace, E., Moscatelli, M., and Naso, G.: Contribution of a new seismic amplification factor map approach for shakemaps improvement: the Croatia Mw=6.4 earthquake scenario. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2905, https://doi.org/10.5194/egusphere-egu21-2905, 2021.
Estimation of site effects over large areas is a key-issue in a seismic risk mitigation perspective.
We prove here that the IGAG20 approach (Falcone et al., 2021), developed for the estimation of the stratigraphic Amplification Factors (AF) at a national scale for Italy, can be used in international context, as it is based on AF-Vs30 laws developed according to 40 geo-morphological clusters available globally after Iwahashi et al. (2018) and Vs30 proxy laws after Mori et al. (2020).
The availability of AF maps is fundamental for the improvement of the estimates of surface shaking for the "shakemaps" produced after the seismic events, and for the consequent improvement of the preliminary estimates of coseismic effects (i.e. landslides and liquefaction) and damage of residential buildings.
The IGAG20 approach was implemented for evaluating the shaking maps for the recent Mw=6.4 Croatian seismic event, with a focus on the three most affected localities: Petrinjia, Sisak, and Glina. From the OpenQuake engine, Silva et al. (2014), a stochastic scenario analysis was performed and PGV and PGA shaking maps amplified with AF maps were produced. With the PGV map, landslide and liquefaction probability maps are produced respectively with the Nowicki et al. (2018) and Zhu et al. (2017) models. With the PGA map, a preliminary residential buildings damage estimation is produced and compared with the EMS98 damage distribution available from the grading maps produced by COPERNICUS (https://emergency.copernicus.eu/mapping/list-of-components/EMSR491 ). Finally, all the shaking maps are compared with USGS products (https://earthquake.usgs.gov/earthquakes/eventpage/us6000d3zh/executive).
References
Falcone, G., Mendicelli, A., Moscatelli, M., Romagnoli, G., Peronace, E., Naso, G., Acunzo G., Porchia, A., Tarquini, E., 2021. Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach Eng. Geol. - Under review
Iwahashi, J., Kamiya, I., Matsuoka, M., Yamazaki, D., 2018. Global terrain classification using 280 m DEMs: segmentation, clustering, and reclassification. Prog. Earth Planet. Sci. https://doi.org/10.1186/s40645-017-0157-2
Mori, F., Mendicelli, A., Moscatelli, M., Romagnoli, G., Peronace, E., Naso, G., 2020. A new Vs30 map for Italy based on the seismic microzonation dataset. Eng. Geol. https://doi.org/10.1016/j.enggeo.2020.105745
Nowicki Jessee, M.A., Hamburger, M.W., Allstadt, K., Wald, D.J., Robeson, S.M., Tanyas, H., Hearne, M., Thompson, E.M., 2018. A Global Empirical Model for Near-Real-Time Assessment of Seismically Induced Landslides. J. Geophys. Res. Earth Surf. https://doi.org/10.1029/2017JF004494
Silva, V., Crowley, H., Pagani, M., Monelli, D., Pinho, R., 2014. Development of the OpenQuake engine, the Global Earthquake Model’s open-source software for seismic risk assessment. Nat. Hazards. https://doi.org/10.1007/s11069-013-0618-x
Zhu, J., Baise, L.G., Thompson, E.M., 2017. An updated geospatial liquefaction model for global application. Bull. Seismol. Soc. Am. https://doi.org/10.1785/0120160198
How to cite: Mori, F., Mendicelli, A., Falcone, G., Peronace, E., Moscatelli, M., and Naso, G.: Contribution of a new seismic amplification factor map approach for shakemaps improvement: the Croatia Mw=6.4 earthquake scenario. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2905, https://doi.org/10.5194/egusphere-egu21-2905, 2021.
EGU21-7951 | vPICO presentations | NH4.1
Imaging of an incipient volcanic flank collapse by passive seismic methods: El Hierro, Canary IslandsLéna Cauchie, Philippe Cerfontaine, Anne-Sophie Mreyen, and Hans-Balder Havenith
The proposed research aims at the investigation of large mass movements on volcanic islands, like the San Andres landslide on El Hierro island (Canary Islands, Spain). These coastal and submarine landslides are extremely large (with run-out exceeding tens of km) and voluminous (up to hundreds of km3). They represent therefore a major geological hazard with direct consequences for the population of the islands. Volcanic activity and large earthquakes, as well as factors unrelated to the growth of the island like heavy precipitations and sea level change must be considered among the important triggering factors. Recent studies also evidenced that these large instabilities and failure mechanisms are linked to the geomechanical characteristics of the volcanic rocks, especially the formation of low strength and high deformability rocks.
San Andres landslide, formed between 176 and 545 ka, has been interpreted as the result of an aborted giant collapse and it represents one of the rarest sites where it is possible to investigate the landslide mass and fault planes of a volcanic collapse structure onshore. While several studies have been performed for the surface characterization, there is still a lack of knowledge about the subsurface properties of the San Andres landslide. For this purpose we conducted a seismological survey on El Hierro island in October 2020 aimed at the characterization of the internal properties of the terrestrial part of the landslide through seismological measurements.
Three temporary seismic arrays and two seismic profiles were deployed in order to retrieve the elastic properties of the subsurface through the analysis of seismic ambient noise. We applied the f-k analysis and cross-correlation techniques to measure the dispersion of the surface waves, the features of which were successively inverted to retrieve 1D shear-wave velocity profiles. Furthermore we analysed 3D signals to investigate the site resonance frequencies and thus identified impedance contrasts at depth. We therefore determined the degree of (de)-consolidation of the sliding mass itself estimated and and then compared it to the surrounding rocks of the volcanic island. During the aforementioned campaign, we also performed UAV flights to establish a 3D model of the investigated site. These recent investigations contributed to the construction of a 3D-geomodel by including existing geological information.
In prospect, the estimation of the landslide geometry will contribute to the evaluation of the flank stability as well as to the assessment of the risks associated to any possible reactivation.
How to cite: Cauchie, L., Cerfontaine, P., Mreyen, A.-S., and Havenith, H.-B.: Imaging of an incipient volcanic flank collapse by passive seismic methods: El Hierro, Canary Islands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7951, https://doi.org/10.5194/egusphere-egu21-7951, 2021.
The proposed research aims at the investigation of large mass movements on volcanic islands, like the San Andres landslide on El Hierro island (Canary Islands, Spain). These coastal and submarine landslides are extremely large (with run-out exceeding tens of km) and voluminous (up to hundreds of km3). They represent therefore a major geological hazard with direct consequences for the population of the islands. Volcanic activity and large earthquakes, as well as factors unrelated to the growth of the island like heavy precipitations and sea level change must be considered among the important triggering factors. Recent studies also evidenced that these large instabilities and failure mechanisms are linked to the geomechanical characteristics of the volcanic rocks, especially the formation of low strength and high deformability rocks.
San Andres landslide, formed between 176 and 545 ka, has been interpreted as the result of an aborted giant collapse and it represents one of the rarest sites where it is possible to investigate the landslide mass and fault planes of a volcanic collapse structure onshore. While several studies have been performed for the surface characterization, there is still a lack of knowledge about the subsurface properties of the San Andres landslide. For this purpose we conducted a seismological survey on El Hierro island in October 2020 aimed at the characterization of the internal properties of the terrestrial part of the landslide through seismological measurements.
Three temporary seismic arrays and two seismic profiles were deployed in order to retrieve the elastic properties of the subsurface through the analysis of seismic ambient noise. We applied the f-k analysis and cross-correlation techniques to measure the dispersion of the surface waves, the features of which were successively inverted to retrieve 1D shear-wave velocity profiles. Furthermore we analysed 3D signals to investigate the site resonance frequencies and thus identified impedance contrasts at depth. We therefore determined the degree of (de)-consolidation of the sliding mass itself estimated and and then compared it to the surrounding rocks of the volcanic island. During the aforementioned campaign, we also performed UAV flights to establish a 3D model of the investigated site. These recent investigations contributed to the construction of a 3D-geomodel by including existing geological information.
In prospect, the estimation of the landslide geometry will contribute to the evaluation of the flank stability as well as to the assessment of the risks associated to any possible reactivation.
How to cite: Cauchie, L., Cerfontaine, P., Mreyen, A.-S., and Havenith, H.-B.: Imaging of an incipient volcanic flank collapse by passive seismic methods: El Hierro, Canary Islands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7951, https://doi.org/10.5194/egusphere-egu21-7951, 2021.
EGU21-1511 | vPICO presentations | NH4.1
Quantifying the seismogenic impact on mass movements in the Alps in terms of Arias IntensityGisela Domej, Paolo Frattini, Elena Valbuzzi, and Giovanni B. Crosta
Earthquakes are – amongst many others – one type of triggering factors for mass movements in mountainous regions such as landslides, deep-seated gravitational slides (DSGSD), rockfalls, mudflows, etc. Hence, the emerging hazard would require an area-wide assessment of seismogenic impact to better apprehend the interplay of different triggering factors contributing to mass movement activity. However, seismicity itself is difficult to assess for several reasons. On the one hand, there are various parameters describing ground motion, and not all of them are suitable for area-wide assessments due to their availability or complexity. On the other hand, phenomena such as attenuation and topographic amplification must be taken into account, especially when the region of interest is an orogen.
Considering the criteria mentioned above and aiming for a mapping approach ascribing one value of seismogenic impact to one geographic location, we developed a strategy based on two empirical laws approximating Arias Intensity: the first law estimates Arias Intensities for a particular location as a function of earthquake magnitudes and focal depths; the second law corrects these estimated Arias Intensities in relation to the height differences to the nearest channel beds. Finally, we sum all corrected Arias Intensities resulting from different earthquakes in one particular location. Values obtained in this last step do not represent a physical entity; nevertheless, they allow for quantitative assessment of seismic exposure with respect to a given earthquake dataset covering a specific time frame, also allowing for color coding and comparative mapping approaches in GIS for other factors triggering mass movements.
In our case study, we assess the seismic exposure of a set of several hundreds of landslides, DSGSD, and rockfalls located in a rectangular area in the Italian Central Alps. In a first step, the area was discretized using a quadratic grid with increments of 1 km in order to assign points of evaluation to the previously mapped polygons representing landslides, DSGSD, and rockfalls. Additionally, to each polygon, a centroid point was attributed to avoiding the loss of polygons smaller than 1x1 km. In a second step, we computed the seismic exposure in each point resulting from two earthquake datasets covering the Alps, including a 500 km wide buffer zone: instrumental earthquake data of the ISC Bulletin covering a period from 1900 to 2019; macro-seismic earthquake data of the SHARE European Earthquake Catalog covering a period from 1000 to 2006.
The study serves as a preliminary test for assessing wider areas across the Alps, which either geologically or geographically belong together. We illustrate our mapping approach in a series of maps discussing the effects of the number of earthquakes, magnitudes, distances, topography, and time frame.
How to cite: Domej, G., Frattini, P., Valbuzzi, E., and Crosta, G. B.: Quantifying the seismogenic impact on mass movements in the Alps in terms of Arias Intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1511, https://doi.org/10.5194/egusphere-egu21-1511, 2021.
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Earthquakes are – amongst many others – one type of triggering factors for mass movements in mountainous regions such as landslides, deep-seated gravitational slides (DSGSD), rockfalls, mudflows, etc. Hence, the emerging hazard would require an area-wide assessment of seismogenic impact to better apprehend the interplay of different triggering factors contributing to mass movement activity. However, seismicity itself is difficult to assess for several reasons. On the one hand, there are various parameters describing ground motion, and not all of them are suitable for area-wide assessments due to their availability or complexity. On the other hand, phenomena such as attenuation and topographic amplification must be taken into account, especially when the region of interest is an orogen.
Considering the criteria mentioned above and aiming for a mapping approach ascribing one value of seismogenic impact to one geographic location, we developed a strategy based on two empirical laws approximating Arias Intensity: the first law estimates Arias Intensities for a particular location as a function of earthquake magnitudes and focal depths; the second law corrects these estimated Arias Intensities in relation to the height differences to the nearest channel beds. Finally, we sum all corrected Arias Intensities resulting from different earthquakes in one particular location. Values obtained in this last step do not represent a physical entity; nevertheless, they allow for quantitative assessment of seismic exposure with respect to a given earthquake dataset covering a specific time frame, also allowing for color coding and comparative mapping approaches in GIS for other factors triggering mass movements.
In our case study, we assess the seismic exposure of a set of several hundreds of landslides, DSGSD, and rockfalls located in a rectangular area in the Italian Central Alps. In a first step, the area was discretized using a quadratic grid with increments of 1 km in order to assign points of evaluation to the previously mapped polygons representing landslides, DSGSD, and rockfalls. Additionally, to each polygon, a centroid point was attributed to avoiding the loss of polygons smaller than 1x1 km. In a second step, we computed the seismic exposure in each point resulting from two earthquake datasets covering the Alps, including a 500 km wide buffer zone: instrumental earthquake data of the ISC Bulletin covering a period from 1900 to 2019; macro-seismic earthquake data of the SHARE European Earthquake Catalog covering a period from 1000 to 2006.
The study serves as a preliminary test for assessing wider areas across the Alps, which either geologically or geographically belong together. We illustrate our mapping approach in a series of maps discussing the effects of the number of earthquakes, magnitudes, distances, topography, and time frame.
How to cite: Domej, G., Frattini, P., Valbuzzi, E., and Crosta, G. B.: Quantifying the seismogenic impact on mass movements in the Alps in terms of Arias Intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1511, https://doi.org/10.5194/egusphere-egu21-1511, 2021.
EGU21-9559 | vPICO presentations | NH4.1
3D distinct element back-analysis (static and dynamic) of a reconstructed rock slopeAnne-Sophie Mreyen, Léna Cauchie, Mihai Micu, and Hans-Balder Havenith
To better comprehend mechanisms at the origin of natural slope failures, a vast number of potential slope weakening and failure triggering factors ought to be considered. Especially for rather ancient slope failures, such factors can be difficult to identify and strongly depend on the regional to local climatic as well as seismo-tectonic context.
An example of such ancient failure of unknown origin is the Balta rockslide that is located in the seismic region of Vrancea-Buzau, Romanian Carpathians. Even though more superficial landslides are found abundantly in the studied valley, the Balta failure stands out in terms of magnitude and observed geomorphological markers (profound detachment scarp, debris mass accumulation). During the last years, the Balta rockslide has been intensively studied with geophysical measurements (seismic and electrical methods) in order to characterise the landslide and in-situ rock material as well as the extensive dimension of the failure (with an estimated volume of 28.5-33.5 million m³).
In this work, we show the results of a numerical back-analysis of the Balta rockslide based on its reconstructed slope topography, implemented with 3D geomodelling, and on prior established geophysical and geomorphological studies; the reconstruction was furthermore conditioned by the morphology of neighbouring slopes in order to better constrain related uncertainties. The structural aspect of the anti-dip bedding of the sandstone dominated flysch slope was remodelled with 40° dipping discontinuities, while 55° dipping crossing discontinuities represent the main joint family observed in the field. The back-analysis was performed with the 3D distinct element code 3DEC (version 5.2, developed by Itasca) and aims at both, understanding static factors affecting slope stability, as well as the behaviour of the pre-failure slope if subjected to dynamic loading by using a synthetic Ricker multiplier as well as real earthquake acceleration data. The actual slope shape in its post-failure state could be approximated after 120 seconds of ground acceleration and is highlighted by lateral spreading of debris mass as well as towards the valley; the latter supposedly caused a temporary landslide dam formation, and possibly accounts for the river diversion observed in the field. This numerical approach furthermore allows us to outline the main controlling factors during seismic slope excitation that are predominated by topographic and structural site effects.
How to cite: Mreyen, A.-S., Cauchie, L., Micu, M., and Havenith, H.-B.: 3D distinct element back-analysis (static and dynamic) of a reconstructed rock slope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9559, https://doi.org/10.5194/egusphere-egu21-9559, 2021.
To better comprehend mechanisms at the origin of natural slope failures, a vast number of potential slope weakening and failure triggering factors ought to be considered. Especially for rather ancient slope failures, such factors can be difficult to identify and strongly depend on the regional to local climatic as well as seismo-tectonic context.
An example of such ancient failure of unknown origin is the Balta rockslide that is located in the seismic region of Vrancea-Buzau, Romanian Carpathians. Even though more superficial landslides are found abundantly in the studied valley, the Balta failure stands out in terms of magnitude and observed geomorphological markers (profound detachment scarp, debris mass accumulation). During the last years, the Balta rockslide has been intensively studied with geophysical measurements (seismic and electrical methods) in order to characterise the landslide and in-situ rock material as well as the extensive dimension of the failure (with an estimated volume of 28.5-33.5 million m³).
In this work, we show the results of a numerical back-analysis of the Balta rockslide based on its reconstructed slope topography, implemented with 3D geomodelling, and on prior established geophysical and geomorphological studies; the reconstruction was furthermore conditioned by the morphology of neighbouring slopes in order to better constrain related uncertainties. The structural aspect of the anti-dip bedding of the sandstone dominated flysch slope was remodelled with 40° dipping discontinuities, while 55° dipping crossing discontinuities represent the main joint family observed in the field. The back-analysis was performed with the 3D distinct element code 3DEC (version 5.2, developed by Itasca) and aims at both, understanding static factors affecting slope stability, as well as the behaviour of the pre-failure slope if subjected to dynamic loading by using a synthetic Ricker multiplier as well as real earthquake acceleration data. The actual slope shape in its post-failure state could be approximated after 120 seconds of ground acceleration and is highlighted by lateral spreading of debris mass as well as towards the valley; the latter supposedly caused a temporary landslide dam formation, and possibly accounts for the river diversion observed in the field. This numerical approach furthermore allows us to outline the main controlling factors during seismic slope excitation that are predominated by topographic and structural site effects.
How to cite: Mreyen, A.-S., Cauchie, L., Micu, M., and Havenith, H.-B.: 3D distinct element back-analysis (static and dynamic) of a reconstructed rock slope, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9559, https://doi.org/10.5194/egusphere-egu21-9559, 2021.
EGU21-12886 | vPICO presentations | NH4.1
Influence of morpho-evolution on the earthquake-induced mobility of the Albuñuelas landslide (Granada, Spain)Mara Mita, Céline Bourdeau, Jose Delgado, Luca Lenti, and Salvatore Martino
The morphological evolution of landslide slopes is generally controlled by the combination of weathering, tectonics, gravity and river erosion. Among them, seismic shaking plays a fundamental role in landslide activity and mobility in high seismicity regions. It can result in important modifications of landslide geometry and consequently, of its response to external loadings. In particular, morphological changes in landslide slope can imply changes in the interactions between seismic waves and landslide mass, which could theoretically modify the hazard related to the earthquake-induced effects. This study aims at pointing out the effects of slope morpho-evolution on the long-term modification of earthquake-induced landslide dynamics, which is here quantified in terms of expected seismically induced displacements, considering unaltered seismic hazard conditions. The Albuñuelas landslide was selected, located in Andalusia (South Spain) which is one of the most seismic regions of Spain. This landslide is a large roto-translational process whose last earthquake-induced reactivation occurred during the 1884 Andalusia Earthquake (Mw 6.5), causing relevant damages to the Albuñuelas village. Data available from field surveys and geophysical investigations, allowed to derive the current engineering-geological model of the landslide slope. According to the available geological and geomorphological data, the slope shape was back-deformed to reproduce the landslide geomorphological evolution sequence over time, until its first-time failure. The reconstructed sequence is consistent with a geomorphological evolution mainly driven by the combination of earthquake-induced re-activations and low rates of deformation caused by the intense incision of the Albuñuelas River, responsible for the valley deepening. 2D-dynamic stress-strain numerical simulations were performed on several stages of such sequence applying 17 equivalent signals derived following the LEMA_DES (Levelled-Energy Mutifrequential Analysis for Deriving Equivalent Signals) approach with an Arias Intensity of 0.1 m/s, according to the Andalusia regional seismic hazard. The outputs were expressed in terms of seismically induced displacements vs. characteristic periods diagrams, in order to highlight the role of signal frequency content as well as the effect of the landslide 2D-geometry (Tl) and thickness (Ts) on the resulting displacements. Since the morpho-evolution resulted in a progressive increasing of the landslide mass length and its dislodgment into several blocks since the first-time failure, the landslide mobility was analysed over time at each single-block scale. The comparison revealed a not neglectable modification of the Albuñuelas landslide susceptibility to the local seismic hazard over time, highlighting the necessity to understand the mechanisms driving the natural system evolution to provide more reliable earthquake-induced hazard scenarios.
How to cite: Mita, M., Bourdeau, C., Delgado, J., Lenti, L., and Martino, S.: Influence of morpho-evolution on the earthquake-induced mobility of the Albuñuelas landslide (Granada, Spain) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12886, https://doi.org/10.5194/egusphere-egu21-12886, 2021.
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Forward to presentation link
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The morphological evolution of landslide slopes is generally controlled by the combination of weathering, tectonics, gravity and river erosion. Among them, seismic shaking plays a fundamental role in landslide activity and mobility in high seismicity regions. It can result in important modifications of landslide geometry and consequently, of its response to external loadings. In particular, morphological changes in landslide slope can imply changes in the interactions between seismic waves and landslide mass, which could theoretically modify the hazard related to the earthquake-induced effects. This study aims at pointing out the effects of slope morpho-evolution on the long-term modification of earthquake-induced landslide dynamics, which is here quantified in terms of expected seismically induced displacements, considering unaltered seismic hazard conditions. The Albuñuelas landslide was selected, located in Andalusia (South Spain) which is one of the most seismic regions of Spain. This landslide is a large roto-translational process whose last earthquake-induced reactivation occurred during the 1884 Andalusia Earthquake (Mw 6.5), causing relevant damages to the Albuñuelas village. Data available from field surveys and geophysical investigations, allowed to derive the current engineering-geological model of the landslide slope. According to the available geological and geomorphological data, the slope shape was back-deformed to reproduce the landslide geomorphological evolution sequence over time, until its first-time failure. The reconstructed sequence is consistent with a geomorphological evolution mainly driven by the combination of earthquake-induced re-activations and low rates of deformation caused by the intense incision of the Albuñuelas River, responsible for the valley deepening. 2D-dynamic stress-strain numerical simulations were performed on several stages of such sequence applying 17 equivalent signals derived following the LEMA_DES (Levelled-Energy Mutifrequential Analysis for Deriving Equivalent Signals) approach with an Arias Intensity of 0.1 m/s, according to the Andalusia regional seismic hazard. The outputs were expressed in terms of seismically induced displacements vs. characteristic periods diagrams, in order to highlight the role of signal frequency content as well as the effect of the landslide 2D-geometry (Tl) and thickness (Ts) on the resulting displacements. Since the morpho-evolution resulted in a progressive increasing of the landslide mass length and its dislodgment into several blocks since the first-time failure, the landslide mobility was analysed over time at each single-block scale. The comparison revealed a not neglectable modification of the Albuñuelas landslide susceptibility to the local seismic hazard over time, highlighting the necessity to understand the mechanisms driving the natural system evolution to provide more reliable earthquake-induced hazard scenarios.
How to cite: Mita, M., Bourdeau, C., Delgado, J., Lenti, L., and Martino, S.: Influence of morpho-evolution on the earthquake-induced mobility of the Albuñuelas landslide (Granada, Spain) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12886, https://doi.org/10.5194/egusphere-egu21-12886, 2021.
EGU21-3276 | vPICO presentations | NH4.1
Inferring hillslope response under seismic loading and rainfall: A case study from the SE Carpathian, RomaniaVipin Kumar, Léna Cauchie, Anne-Sophie Mreyen, Philippe Cerfontaine, Mihai Micu, and Hans-Balder Havenith
Seismic stability evaluation plays a crucial role in landslide disaster risk reduction. Related modeling also has to consider the potential influences of the rainfall on the hillslopes. This study aims at understanding the relative influence of the seismic loading and extreme cumulative rainfall on a massive active landslide in the seismically active Vrancea-Buzau region of the Romanian Carpathians (45° 30' 23" N, 26° 25' 05" E). This region has been subjected to more than 700 earthquakes (M>4) events with the highest magnitude of 7.2 (Mw) during the year 1960-2019. Rainfall data of the year 2000-2019 revealed the occurrence of relatively intense rainfall events, especially during the last ten years. The landslide has an aerial dimension of ~9.1 million m². It hosts the small village of Varlaam at the toe along the Bisca River. The slope (with an average gradient of 15-20°) is covered by shrubs and scattered trees near its borders and is relatively barren in the central part. Shales with some intercalated sandstone layers belonging to the Miocene thrust belt constitute the rocks of the slope.
A first survey involving the multi-station array and related Horizontal-to-Vertical noise Spectral Ratio (HVSR) measurements was completed in summer 2019. The findings of the HVSR were processed using the inversion process to infer the shear wave velocity distribution with depth and to detect the sliding surface of the landslide. These velocities were further used to estimate the geotechnical properties of the subsurface using the empirical equations. The HVSR based depth profiles and the Unmanned Air Vehicle based topographic information were used to take four 2D slope sections. These sections were considered for 2D discrete element modeling based stability evaluation under static and dynamic condition along with sensitivity analysis. Static simulation was used to determine the Factor of Safety (FS) using the shear strength reduction approach. Ricker wavelet was used as input seismic load in the dynamic simulation. Potential run-out and flow characteristics of the slope material were explored using the Voellmy rheology based RAMMS software. The relationship between rainfall, surface runoff, and soil moisture was also explored to understand the hydrogeological influence on slope stability.
Though the slope reveals meta-stability (1.0<FS<2.0) condition under static loading, displacement in the soil reaches up to 1.5 m that further increases to 2.8 m under dynamic loading. According to the topographic characteristics of the slope and to the presence of landslide material or intact bedrock near the surface, acceleration along the slope reaches a Peak Ground Acceleration in the range of 0.6 to 1.3g. Eight extreme rainfall events (>50mm/24 hours) during the year 2000-2019 are noted to temporally coincide with enhanced surface runoff and increased soil moisture in the region. Debris flow runout modeling indicated that the slope material may attain a maximum flow height and flow velocity of 13±0.8 m and 5±0.5 m/sec, respectively, along the river channel.
Keywords: Landslide; Earthquake; Slope stability; Runout; SE Carpathian
How to cite: Kumar, V., Cauchie, L., Mreyen, A.-S., Cerfontaine, P., Micu, M., and Havenith, H.-B.: Inferring hillslope response under seismic loading and rainfall: A case study from the SE Carpathian, Romania, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3276, https://doi.org/10.5194/egusphere-egu21-3276, 2021.
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Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Seismic stability evaluation plays a crucial role in landslide disaster risk reduction. Related modeling also has to consider the potential influences of the rainfall on the hillslopes. This study aims at understanding the relative influence of the seismic loading and extreme cumulative rainfall on a massive active landslide in the seismically active Vrancea-Buzau region of the Romanian Carpathians (45° 30' 23" N, 26° 25' 05" E). This region has been subjected to more than 700 earthquakes (M>4) events with the highest magnitude of 7.2 (Mw) during the year 1960-2019. Rainfall data of the year 2000-2019 revealed the occurrence of relatively intense rainfall events, especially during the last ten years. The landslide has an aerial dimension of ~9.1 million m². It hosts the small village of Varlaam at the toe along the Bisca River. The slope (with an average gradient of 15-20°) is covered by shrubs and scattered trees near its borders and is relatively barren in the central part. Shales with some intercalated sandstone layers belonging to the Miocene thrust belt constitute the rocks of the slope.
A first survey involving the multi-station array and related Horizontal-to-Vertical noise Spectral Ratio (HVSR) measurements was completed in summer 2019. The findings of the HVSR were processed using the inversion process to infer the shear wave velocity distribution with depth and to detect the sliding surface of the landslide. These velocities were further used to estimate the geotechnical properties of the subsurface using the empirical equations. The HVSR based depth profiles and the Unmanned Air Vehicle based topographic information were used to take four 2D slope sections. These sections were considered for 2D discrete element modeling based stability evaluation under static and dynamic condition along with sensitivity analysis. Static simulation was used to determine the Factor of Safety (FS) using the shear strength reduction approach. Ricker wavelet was used as input seismic load in the dynamic simulation. Potential run-out and flow characteristics of the slope material were explored using the Voellmy rheology based RAMMS software. The relationship between rainfall, surface runoff, and soil moisture was also explored to understand the hydrogeological influence on slope stability.
Though the slope reveals meta-stability (1.0<FS<2.0) condition under static loading, displacement in the soil reaches up to 1.5 m that further increases to 2.8 m under dynamic loading. According to the topographic characteristics of the slope and to the presence of landslide material or intact bedrock near the surface, acceleration along the slope reaches a Peak Ground Acceleration in the range of 0.6 to 1.3g. Eight extreme rainfall events (>50mm/24 hours) during the year 2000-2019 are noted to temporally coincide with enhanced surface runoff and increased soil moisture in the region. Debris flow runout modeling indicated that the slope material may attain a maximum flow height and flow velocity of 13±0.8 m and 5±0.5 m/sec, respectively, along the river channel.
Keywords: Landslide; Earthquake; Slope stability; Runout; SE Carpathian
How to cite: Kumar, V., Cauchie, L., Mreyen, A.-S., Cerfontaine, P., Micu, M., and Havenith, H.-B.: Inferring hillslope response under seismic loading and rainfall: A case study from the SE Carpathian, Romania, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3276, https://doi.org/10.5194/egusphere-egu21-3276, 2021.
EGU21-1597 | vPICO presentations | NH4.1
Analysis of a database of landslides triggered by the 2016 Central Italy seismic sequenceGiovanni Forte, Melania De Falco, Federica Iannicelli, and Antonio Santo
The seismic sequence that struck Central Italy in 2016 was characterized by three main shocks respectively occurred on August 24th Mw 6.0; October 26th Mw5.9 and October 30th Mw 6.5. The seismic sequence caused several ground effects over a large area of the central Apennine mountain range, mainly affecting transportation routes.
In the aftermath of the sequence, several research groups mapped around 820 landslides involving road cuts in rock and fill slopes over an area of about 2000 km2 (GEER,ISPRA, C.E.R.I. by Roma La Sapienza). These data are summarized in the CEDIT catalog by Martino et al., (2017), where almost 150, 250 and 420 instability phenomena were respectively triggered by each mainshock. Further updates were carried out by the Authors in the framework of the Reluis projects of the Department of Civil Protection. In particular, other 550 phenomena were mapped by interpretation of aero photos provided by google-earth. For some of the largest ones, field surveys were carried out for mechanical, structural, and geometrical characterization.
The dataset distribution was analyzed with geological, geomorphological, and seismic parameters, such as lithology, fault distance, landslide run-out, estimates of mobilized volumes, distance from the epicenter, PGA, and damages.
The triggered events are mainly characterized by Category I of Keefer (1984) classification, namely rockfalls and rockslides. The maximum triggering distance resulted as high as 50 km far from the epicenter. The most affected areas are characterized by ridge crests or flanks of valleys in carbonate rocks.
This study permitted to highlight the most relevant parameters for the assessment of earthquake-triggered susceptibility for the study area and identify some meaningful and critical case studies for the future development of the research.
How to cite: Forte, G., De Falco, M., Iannicelli, F., and Santo, A.: Analysis of a database of landslides triggered by the 2016 Central Italy seismic sequence , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1597, https://doi.org/10.5194/egusphere-egu21-1597, 2021.
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The seismic sequence that struck Central Italy in 2016 was characterized by three main shocks respectively occurred on August 24th Mw 6.0; October 26th Mw5.9 and October 30th Mw 6.5. The seismic sequence caused several ground effects over a large area of the central Apennine mountain range, mainly affecting transportation routes.
In the aftermath of the sequence, several research groups mapped around 820 landslides involving road cuts in rock and fill slopes over an area of about 2000 km2 (GEER,ISPRA, C.E.R.I. by Roma La Sapienza). These data are summarized in the CEDIT catalog by Martino et al., (2017), where almost 150, 250 and 420 instability phenomena were respectively triggered by each mainshock. Further updates were carried out by the Authors in the framework of the Reluis projects of the Department of Civil Protection. In particular, other 550 phenomena were mapped by interpretation of aero photos provided by google-earth. For some of the largest ones, field surveys were carried out for mechanical, structural, and geometrical characterization.
The dataset distribution was analyzed with geological, geomorphological, and seismic parameters, such as lithology, fault distance, landslide run-out, estimates of mobilized volumes, distance from the epicenter, PGA, and damages.
The triggered events are mainly characterized by Category I of Keefer (1984) classification, namely rockfalls and rockslides. The maximum triggering distance resulted as high as 50 km far from the epicenter. The most affected areas are characterized by ridge crests or flanks of valleys in carbonate rocks.
This study permitted to highlight the most relevant parameters for the assessment of earthquake-triggered susceptibility for the study area and identify some meaningful and critical case studies for the future development of the research.
How to cite: Forte, G., De Falco, M., Iannicelli, F., and Santo, A.: Analysis of a database of landslides triggered by the 2016 Central Italy seismic sequence , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1597, https://doi.org/10.5194/egusphere-egu21-1597, 2021.
EGU21-15552 | vPICO presentations | NH4.1
New simplified models for earthquake-triggered landslides in large area: application to Italian case studiesAmerigo Mendicelli, Federico Mori, Gaetano Falcone, Edoardo Peronace, Massimiliano Moscatelli, Naso Giuseppe, and Massimiliano Alvioli
Shake maps, produced a few hours after a seismic event, represent the key input for the rapid assessment of earthquake triggered landslides scenario maps in near real time.
The IGAG20 approach (Falcone et al., 2021) improves the prediction of these by contemplating the site effects that are calculated as a function of the Vs30 (Mori, 2020) and the intensity of the shaking.
The method originally calculates the amplification factor for some intensity measures at the surface level for the national hazard, in Italy.
Here, we present applications of the method, in terms of scenarios, for a few main shocks of past seismic events in Italy: Friuli 1976, Umbria-Marche 1997 and L’Aquila 2009. We used the OpenQuake engine (Silva et al., 2014), to produce PGV and PGA stochastic maps including amplification factors. The PGV map helped calculating landslide probability maps within the Nowicki et al. (2018) model, while the PGA map was a key input for landslide rockfall maps obtained within the STONE model (Antonini et al., 2002, Guzzetti et al., 2002; Alvioli 2020).
Results of both models were compared with available landslide records for the corresponding earthquake events, either in the form of points or polygons (Govi 1977; Guzzetti et al 2009).
How to cite: Mendicelli, A., Mori, F., Falcone, G., Peronace, E., Moscatelli, M., Giuseppe, N., and Alvioli, M.: New simplified models for earthquake-triggered landslides in large area: application to Italian case studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15552, https://doi.org/10.5194/egusphere-egu21-15552, 2021.
Shake maps, produced a few hours after a seismic event, represent the key input for the rapid assessment of earthquake triggered landslides scenario maps in near real time.
The IGAG20 approach (Falcone et al., 2021) improves the prediction of these by contemplating the site effects that are calculated as a function of the Vs30 (Mori, 2020) and the intensity of the shaking.
The method originally calculates the amplification factor for some intensity measures at the surface level for the national hazard, in Italy.
Here, we present applications of the method, in terms of scenarios, for a few main shocks of past seismic events in Italy: Friuli 1976, Umbria-Marche 1997 and L’Aquila 2009. We used the OpenQuake engine (Silva et al., 2014), to produce PGV and PGA stochastic maps including amplification factors. The PGV map helped calculating landslide probability maps within the Nowicki et al. (2018) model, while the PGA map was a key input for landslide rockfall maps obtained within the STONE model (Antonini et al., 2002, Guzzetti et al., 2002; Alvioli 2020).
Results of both models were compared with available landslide records for the corresponding earthquake events, either in the form of points or polygons (Govi 1977; Guzzetti et al 2009).
How to cite: Mendicelli, A., Mori, F., Falcone, G., Peronace, E., Moscatelli, M., Giuseppe, N., and Alvioli, M.: New simplified models for earthquake-triggered landslides in large area: application to Italian case studies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15552, https://doi.org/10.5194/egusphere-egu21-15552, 2021.
NH4.2 – Short-term Earthquakes Forecast (StEF) and multi-parametric time-Dependent Assessment of Seismic Hazard (t-DASH)
EGU21-325 | vPICO presentations | NH4.2
Investigation scaling behavior of earthquake-related signals in magnetotelluric measurements, Northern AlgeriaAhmed Seddik Kasdi, Abderrezak Bouzid, Mohamed Hamoudi, and Abdslem Abtout
The north-central region of Algeria has been characterized by a swarm-type seismicity, after the strong Mw6.8 Boumerdès earthquake of May 21, 2003, culminating with the earthquake that occurred on July 17, 2013 of magnitude Mw=5. A magnetotelluric station was installed on December 2014 in the Medea region, 60 km south of the capital Algiers. We measured the five components of the telluric and magnetic field with a sampling frequency of 15 Hz. The seismic activity in the region provided the opportunity to observe and study the earthquake’s related electromagnetic signal. The scaling properties of the recorded electric and magnetic time series were investigated. On the basis of multifractal detrended fluctuation analysis, which is a powerful method for detecting scaling in non-stationary time series, deviations from the uniform scale of the power law were identified and quantified. We investigated the time dynamics of the earthquake related electromagnetic time series measured at the magnetotelluric station. The multifractal detrended fluctuation analysis showed the different multifractality properties of electromagnetic signals before, during and after the seismic event. The results of this work show an unstable scaling behavior in electromagnetic data during the occurrence of the seismic event. These first results could be useful in the framework of seismo-electromagnetic signals studies.
How to cite: Kasdi, A. S., Bouzid, A., Hamoudi, M., and Abtout, A.: Investigation scaling behavior of earthquake-related signals in magnetotelluric measurements, Northern Algeria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-325, https://doi.org/10.5194/egusphere-egu21-325, 2021.
The north-central region of Algeria has been characterized by a swarm-type seismicity, after the strong Mw6.8 Boumerdès earthquake of May 21, 2003, culminating with the earthquake that occurred on July 17, 2013 of magnitude Mw=5. A magnetotelluric station was installed on December 2014 in the Medea region, 60 km south of the capital Algiers. We measured the five components of the telluric and magnetic field with a sampling frequency of 15 Hz. The seismic activity in the region provided the opportunity to observe and study the earthquake’s related electromagnetic signal. The scaling properties of the recorded electric and magnetic time series were investigated. On the basis of multifractal detrended fluctuation analysis, which is a powerful method for detecting scaling in non-stationary time series, deviations from the uniform scale of the power law were identified and quantified. We investigated the time dynamics of the earthquake related electromagnetic time series measured at the magnetotelluric station. The multifractal detrended fluctuation analysis showed the different multifractality properties of electromagnetic signals before, during and after the seismic event. The results of this work show an unstable scaling behavior in electromagnetic data during the occurrence of the seismic event. These first results could be useful in the framework of seismo-electromagnetic signals studies.
How to cite: Kasdi, A. S., Bouzid, A., Hamoudi, M., and Abtout, A.: Investigation scaling behavior of earthquake-related signals in magnetotelluric measurements, Northern Algeria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-325, https://doi.org/10.5194/egusphere-egu21-325, 2021.
EGU21-16117 | vPICO presentations | NH4.2
Geochemical continuous signals in seismic areas: the case of the Mugello Basin, Central ItalyLisa Pierotti, Enrica Droghieri, Gianluca Facca, and Fabrizio Gherardi
The Mugello basin (Tuscany, Italy) is one of the areas with the highest seismic risk of Tuscany, having been subjected in the past to earthquakes up to Mw 6.38 (Rovida et al., 2020). As detailed in the seismic risk map of Italy, this region is characterized by a quite high value of the Peak Ground Acceleration index (PGA> 0.175, Stucchi et al., 2011). As a part of a seismic prevention/prediction program of the Regional Government of Tuscany, the Mugello basin was chosen, ten years ago, as a monitoring site for possible hydrogeochemical precursors of seismic activity. For this purpose, the IGG-CNR of Pisa has realized an automatic continuous monitoring station, equipped with sensors for the concurrent measurement of temperature, pH, redox potential, electrical conductivity, CO2 and CH4 dissolved concentration (Cioni et al., 2007). According to literature guidelines (e.g. Martinelli and Albarello, 1997), after a preliminary hydrogeochemical screening carried out on 2011, the automatic surveying station was placed in correspondence of the Postignana spring. This spring is located at an altitude of 476 m a.s.l., in correspondence to a major extensional structure, the Ronta fault system (Sani et al., 2009), held responsible for the Mw = 6.8 destructive earthquake of June 29th, 1919. With a stable temperature of 13°C and a permanent outflow of a few liters/minute (with reduced seasonal oscillations), the Postignana spring discharges low salinity waters (600 mg/l). Here we present the anomalous variations in the dissolved content of CO2 and electrical conductivity recorded by the automatic station, before the Mw 4.5 Mugello earthquake occurred on December 9th, 2019.
Cioni, R., Guidi, M., Pierotti, L., Scozzari, A., 2007. An automatic monitoring network installed in Tuscany (Italy) for studying possible geochemical precursory phenomena. Nat. Hazards Earth Syst. Sci. 7, 405–416.
Martinelli, G., Albarello, D., 1997. Main constraints for siting monitoring networks devoted to the study of earthquake related phenomena in Italy. Ann. Geophys. 40, 1505–1522.
Rovida A., Locati M., Camassi R., Lolli B., Gasperini P. (2020). The Italian earthquake catalogue CPTI15. Bull Earthq Eng, 18, 652 2953-2984. https://doi.org/10.1007/s10518-020-00818-y
Sani, F., Bonini, M., Piccardi, L., Vannucci, G., Delle Donne, D., Benvenuti, M., ... & Tanini, C. (2009). Late Pliocene–Quaternary evolution of outermost hinterland basins of the Northern Apennines (Italy), and their relevance to active tectonics. Tectonophysics, 476(1-2), 336-356.
Stucchi M., Meletti C., Montaldo V., Crowley H., Calvi G.M., Boschi E. Seismic Hazard Assessment (2003-2009) for the 686 Italian Building Code. Bulletin of the Seismological Society of America 2011, 101, 1885-1911.
How to cite: Pierotti, L., Droghieri, E., Facca, G., and Gherardi, F.: Geochemical continuous signals in seismic areas: the case of the Mugello Basin, Central Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16117, https://doi.org/10.5194/egusphere-egu21-16117, 2021.
The Mugello basin (Tuscany, Italy) is one of the areas with the highest seismic risk of Tuscany, having been subjected in the past to earthquakes up to Mw 6.38 (Rovida et al., 2020). As detailed in the seismic risk map of Italy, this region is characterized by a quite high value of the Peak Ground Acceleration index (PGA> 0.175, Stucchi et al., 2011). As a part of a seismic prevention/prediction program of the Regional Government of Tuscany, the Mugello basin was chosen, ten years ago, as a monitoring site for possible hydrogeochemical precursors of seismic activity. For this purpose, the IGG-CNR of Pisa has realized an automatic continuous monitoring station, equipped with sensors for the concurrent measurement of temperature, pH, redox potential, electrical conductivity, CO2 and CH4 dissolved concentration (Cioni et al., 2007). According to literature guidelines (e.g. Martinelli and Albarello, 1997), after a preliminary hydrogeochemical screening carried out on 2011, the automatic surveying station was placed in correspondence of the Postignana spring. This spring is located at an altitude of 476 m a.s.l., in correspondence to a major extensional structure, the Ronta fault system (Sani et al., 2009), held responsible for the Mw = 6.8 destructive earthquake of June 29th, 1919. With a stable temperature of 13°C and a permanent outflow of a few liters/minute (with reduced seasonal oscillations), the Postignana spring discharges low salinity waters (600 mg/l). Here we present the anomalous variations in the dissolved content of CO2 and electrical conductivity recorded by the automatic station, before the Mw 4.5 Mugello earthquake occurred on December 9th, 2019.
Cioni, R., Guidi, M., Pierotti, L., Scozzari, A., 2007. An automatic monitoring network installed in Tuscany (Italy) for studying possible geochemical precursory phenomena. Nat. Hazards Earth Syst. Sci. 7, 405–416.
Martinelli, G., Albarello, D., 1997. Main constraints for siting monitoring networks devoted to the study of earthquake related phenomena in Italy. Ann. Geophys. 40, 1505–1522.
Rovida A., Locati M., Camassi R., Lolli B., Gasperini P. (2020). The Italian earthquake catalogue CPTI15. Bull Earthq Eng, 18, 652 2953-2984. https://doi.org/10.1007/s10518-020-00818-y
Sani, F., Bonini, M., Piccardi, L., Vannucci, G., Delle Donne, D., Benvenuti, M., ... & Tanini, C. (2009). Late Pliocene–Quaternary evolution of outermost hinterland basins of the Northern Apennines (Italy), and their relevance to active tectonics. Tectonophysics, 476(1-2), 336-356.
Stucchi M., Meletti C., Montaldo V., Crowley H., Calvi G.M., Boschi E. Seismic Hazard Assessment (2003-2009) for the 686 Italian Building Code. Bulletin of the Seismological Society of America 2011, 101, 1885-1911.
How to cite: Pierotti, L., Droghieri, E., Facca, G., and Gherardi, F.: Geochemical continuous signals in seismic areas: the case of the Mugello Basin, Central Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16117, https://doi.org/10.5194/egusphere-egu21-16117, 2021.
EGU21-1047 | vPICO presentations | NH4.2
A possible radio anomaly observed on the occasion of the MW=6.0 earthquake occurred in Dodecanese islands at the end of January 2020Pier Francesco Biagi, Anita Ermini, Mohammed Boudjada, Hans Eichelberger, Konstantinos Katzis, Michael Contadakis, Christos Skebelis, Iren Moldovan, Mourad Bezzeghoud, Alexandra Nina, and Giovanni Nico
Since 2009, several VLF/LF radio receivers have been installed throughout Europe in order to realize a European radio network for studying the radio precursors of earthquakes, called the INFREP network. The current network has nine VLF/LF receiving stations, two in Romania and
Greece, one in Italy, Austria, Portugal, Cyprus, and Serbia. The receivers can measure with 1 min sampling rate the intensity of 10 radio signals in the band VLF (10-50 kHz) and LF (150-300 kHz). The scope of existing transmitters is manifold, e.g. they are used for radio broadcast (LF), for radio-navigation or time signals and mainly for military purposes in the VLF range. At the end of January 2020 an intense seismic crisis occurred in Dodecanese Islands; the main event (Mw= 6.0) occurred on January 30. This seismic activity occurred in the "sensitive" area of the INFREP network. The analysis of the data collected by INFREP receivers has revealed clear anomalies in three VLF signals appearing some days before the main earthquake. The anomalies appear in the trends collected by the Cyprus receiver and the epicenter is inside the 5th Fresnel ellipses defined by transmitters-receiver. Here we report the data analysis and we present in detail the anomalies. The possibility that they are precursors of the quoted earthquake seems significant.
Biagi, P.F., Colella, R., Schiavulli, L., Ermini, A., Boudjada, M., Eichelberger, H., Schwingenschuh, K., Katzis, K., Contadakis, M.E., Skeberis, C., Moldovan, I.A. and Bezzeghoud, M. (2019) The INFREP Network: Present Situation and Recent Results. Open Journal of Earthquake Research,8, 101-115. https://doi.org/10.4236/ojer.2019.82007
How to cite: Biagi, P. F., Ermini, A., Boudjada, M., Eichelberger, H., Katzis, K., Contadakis, M., Skebelis, C., Moldovan, I., Bezzeghoud, M., Nina, A., and Nico, G.: A possible radio anomaly observed on the occasion of the MW=6.0 earthquake occurred in Dodecanese islands at the end of January 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1047, https://doi.org/10.5194/egusphere-egu21-1047, 2021.
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Since 2009, several VLF/LF radio receivers have been installed throughout Europe in order to realize a European radio network for studying the radio precursors of earthquakes, called the INFREP network. The current network has nine VLF/LF receiving stations, two in Romania and
Greece, one in Italy, Austria, Portugal, Cyprus, and Serbia. The receivers can measure with 1 min sampling rate the intensity of 10 radio signals in the band VLF (10-50 kHz) and LF (150-300 kHz). The scope of existing transmitters is manifold, e.g. they are used for radio broadcast (LF), for radio-navigation or time signals and mainly for military purposes in the VLF range. At the end of January 2020 an intense seismic crisis occurred in Dodecanese Islands; the main event (Mw= 6.0) occurred on January 30. This seismic activity occurred in the "sensitive" area of the INFREP network. The analysis of the data collected by INFREP receivers has revealed clear anomalies in three VLF signals appearing some days before the main earthquake. The anomalies appear in the trends collected by the Cyprus receiver and the epicenter is inside the 5th Fresnel ellipses defined by transmitters-receiver. Here we report the data analysis and we present in detail the anomalies. The possibility that they are precursors of the quoted earthquake seems significant.
Biagi, P.F., Colella, R., Schiavulli, L., Ermini, A., Boudjada, M., Eichelberger, H., Schwingenschuh, K., Katzis, K., Contadakis, M.E., Skeberis, C., Moldovan, I.A. and Bezzeghoud, M. (2019) The INFREP Network: Present Situation and Recent Results. Open Journal of Earthquake Research,8, 101-115. https://doi.org/10.4236/ojer.2019.82007
How to cite: Biagi, P. F., Ermini, A., Boudjada, M., Eichelberger, H., Katzis, K., Contadakis, M., Skebelis, C., Moldovan, I., Bezzeghoud, M., Nina, A., and Nico, G.: A possible radio anomaly observed on the occasion of the MW=6.0 earthquake occurred in Dodecanese islands at the end of January 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1047, https://doi.org/10.5194/egusphere-egu21-1047, 2021.
EGU21-1078 | vPICO presentations | NH4.2
Pre-seismic geomagnetic anomalous signature related to the Mw7.0 earthquake generated in the northern coastal zone of Samos island – Greece, on October 30, 2020Dumitru Stanica and Dragos Armand Stanica
A strong earthquake of magnitude Mw7.0 struck the northern coastal zone of Samos Island, Aegean See, Greece, on October 30, 2020, at 11:51 UTC. This earthquake was felt at a wide area including Athens (at 270km) and city of Heraklion, Crete (at 320km), causing over 120 deaths and a lot of damages on houses, buildings and infrastructures mainly in Samos Island and Izmir (Turkey). With the aim to identify an anomalous geomagnetic signature before the onset of this earthquake, we have retrospectively analyzed the data collected, on the interval September 16 - October 31, 2020, at the two geomagnetic observatories, Pedeli (PEG)-Greece and Panagjurishte (PAG)-Bulgaria, by using the polarization parameter (BPOL) and the strain effect–related to geomagnetic signal identification. Thus, for the both observation sites (PEG and PAG), the daily mean distribution of the BPOL and its standard deviation (SD) are carried out using a FFT band-pass filtering in the ULF range (0.001-0.0083Hz). Further on, a statistical analysis based on a standardized random variable equation was applied for the following two particular cases: a) to assess on the both time series BPOL*(PEG) and BPOL*(PAG) the anomalous signature related to Mw7.0 earthquake; b) to differentiate transient local anomalies associated with Mw7.0 earthquake from the internal and external parts of the geomagnetic field, taking the PAG Observatory as reference. Finally, on the BPOL*(PEG-PAG) time series, carried out on the interval 1-31 October, 2020, a very clear anomaly of maximum, greater than 1.2SD, was detected on October 27, with 3days before the onset of Mw7.0 earthquake.
How to cite: Stanica, D. and Stanica, D. A.: Pre-seismic geomagnetic anomalous signature related to the Mw7.0 earthquake generated in the northern coastal zone of Samos island – Greece, on October 30, 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1078, https://doi.org/10.5194/egusphere-egu21-1078, 2021.
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A strong earthquake of magnitude Mw7.0 struck the northern coastal zone of Samos Island, Aegean See, Greece, on October 30, 2020, at 11:51 UTC. This earthquake was felt at a wide area including Athens (at 270km) and city of Heraklion, Crete (at 320km), causing over 120 deaths and a lot of damages on houses, buildings and infrastructures mainly in Samos Island and Izmir (Turkey). With the aim to identify an anomalous geomagnetic signature before the onset of this earthquake, we have retrospectively analyzed the data collected, on the interval September 16 - October 31, 2020, at the two geomagnetic observatories, Pedeli (PEG)-Greece and Panagjurishte (PAG)-Bulgaria, by using the polarization parameter (BPOL) and the strain effect–related to geomagnetic signal identification. Thus, for the both observation sites (PEG and PAG), the daily mean distribution of the BPOL and its standard deviation (SD) are carried out using a FFT band-pass filtering in the ULF range (0.001-0.0083Hz). Further on, a statistical analysis based on a standardized random variable equation was applied for the following two particular cases: a) to assess on the both time series BPOL*(PEG) and BPOL*(PAG) the anomalous signature related to Mw7.0 earthquake; b) to differentiate transient local anomalies associated with Mw7.0 earthquake from the internal and external parts of the geomagnetic field, taking the PAG Observatory as reference. Finally, on the BPOL*(PEG-PAG) time series, carried out on the interval 1-31 October, 2020, a very clear anomaly of maximum, greater than 1.2SD, was detected on October 27, with 3days before the onset of Mw7.0 earthquake.
How to cite: Stanica, D. and Stanica, D. A.: Pre-seismic geomagnetic anomalous signature related to the Mw7.0 earthquake generated in the northern coastal zone of Samos island – Greece, on October 30, 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1078, https://doi.org/10.5194/egusphere-egu21-1078, 2021.
EGU21-15517 | vPICO presentations | NH4.2
The geomagnetic field behavior inside Vrancea zone (Romania) in correlation with tectonic, atmospheric and solar activityIren Adelina Moldovan, Andrei Mihai, Victorin Emilian Toader, Bogdan Dumitru Enescu, and Cristian Ghita
The present study assesses two signal processing methods on geomagnetic data to detect precursory signals appearing before M>5.0 Vrancea, Romania earthquakes occurred between 2016 and 2021. Geomagnetic data are obtained from Muntele Rosu Seismological Observatory situated in one corner of Vrancea seismogenic zone – as primary station, and from Intermagnet Surlari National Geomagnetic Observatory of IGR, located about 150Km South-East to Vrancea zone as remote station respectively. The first method, the diurnal variation ratio method computes difference between daily maximum with minimum value before finding ratio of primary to remote station for each individual component. The second method, the polarization ratio analysis is performed on both stations data to compute the ratio of vertical to total horizontal component in ultra-low frequency range. Geomagnetic indices taken from NOAA/Space Weather Prediction Center are compared to separate the global variation from seismo-electromagnetic anomalies possibly presented in a seismic area like Vrancea zone and to ensure that any geomagnetic fluctuations are not caused by solar-terrestrial effect.
In the end, the paper aims to compare the results from both methods in term of reliability and effectiveness.
Acknowledgements. This work was funded by: PN19 08 01 01/2019 Multirisc Nucleu Project, by MCI , Phenomenal Project PN-III-P2-2.1-PED-2019-1693, 480PED/2020 and AFROS Project PN-III-P4-ID-PCE-2020-1361, PCE/2021 supported by UEFISCDI
How to cite: Moldovan, I. A., Mihai, A., Toader, V. E., Enescu, B. D., and Ghita, C.: The geomagnetic field behavior inside Vrancea zone (Romania) in correlation with tectonic, atmospheric and solar activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15517, https://doi.org/10.5194/egusphere-egu21-15517, 2021.
The present study assesses two signal processing methods on geomagnetic data to detect precursory signals appearing before M>5.0 Vrancea, Romania earthquakes occurred between 2016 and 2021. Geomagnetic data are obtained from Muntele Rosu Seismological Observatory situated in one corner of Vrancea seismogenic zone – as primary station, and from Intermagnet Surlari National Geomagnetic Observatory of IGR, located about 150Km South-East to Vrancea zone as remote station respectively. The first method, the diurnal variation ratio method computes difference between daily maximum with minimum value before finding ratio of primary to remote station for each individual component. The second method, the polarization ratio analysis is performed on both stations data to compute the ratio of vertical to total horizontal component in ultra-low frequency range. Geomagnetic indices taken from NOAA/Space Weather Prediction Center are compared to separate the global variation from seismo-electromagnetic anomalies possibly presented in a seismic area like Vrancea zone and to ensure that any geomagnetic fluctuations are not caused by solar-terrestrial effect.
In the end, the paper aims to compare the results from both methods in term of reliability and effectiveness.
Acknowledgements. This work was funded by: PN19 08 01 01/2019 Multirisc Nucleu Project, by MCI , Phenomenal Project PN-III-P2-2.1-PED-2019-1693, 480PED/2020 and AFROS Project PN-III-P4-ID-PCE-2020-1361, PCE/2021 supported by UEFISCDI
How to cite: Moldovan, I. A., Mihai, A., Toader, V. E., Enescu, B. D., and Ghita, C.: The geomagnetic field behavior inside Vrancea zone (Romania) in correlation with tectonic, atmospheric and solar activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15517, https://doi.org/10.5194/egusphere-egu21-15517, 2021.
EGU21-13834 | vPICO presentations | NH4.2
Nowcasting and multifractal features of the seismicity in the subduction zone of Tehuantepec Isthmus, southern MéxicoAlejandro Ramírez-Rojas and Elsa Leticia Flores-Márquez
After the M8.2 earthquake occurred on September 07, 2017 at Isthmus of Tehuantepec, notable spatial and temporal changes where
registered, the temporal rate of occurrence increased and the spatial seismicity distribution showed a clear clusterization along
the region of collision of the Tehuantepec Transform/Ridge with the Middle America Trench off Chiapas. Also, the b-value in the
Gutenberg-Richer law showed changes in time. On the basis of that behavior we studied the sequence of magnitudes of the
earthquakes occurred within the Isthmus of Tehuantepec at southern Mexico from 2010 to 2020, by using the nowcasting method
and the multifractal detrended fluctuation analysis. Our findings suggest the b-value could depend on time and after the main-shock
M8.2, the underlying dynamics in the Tehuantepec ridge has been changed, which is clearly described by our analyses based on
nowcasting method and in the multifractality estimated changes.
How to cite: Ramírez-Rojas, A. and Flores-Márquez, E. L.: Nowcasting and multifractal features of the seismicity in the subduction zone of Tehuantepec Isthmus, southern México, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13834, https://doi.org/10.5194/egusphere-egu21-13834, 2021.
Please decide on your access
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Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
After the M8.2 earthquake occurred on September 07, 2017 at Isthmus of Tehuantepec, notable spatial and temporal changes where
registered, the temporal rate of occurrence increased and the spatial seismicity distribution showed a clear clusterization along
the region of collision of the Tehuantepec Transform/Ridge with the Middle America Trench off Chiapas. Also, the b-value in the
Gutenberg-Richer law showed changes in time. On the basis of that behavior we studied the sequence of magnitudes of the
earthquakes occurred within the Isthmus of Tehuantepec at southern Mexico from 2010 to 2020, by using the nowcasting method
and the multifractal detrended fluctuation analysis. Our findings suggest the b-value could depend on time and after the main-shock
M8.2, the underlying dynamics in the Tehuantepec ridge has been changed, which is clearly described by our analyses based on
nowcasting method and in the multifractality estimated changes.
How to cite: Ramírez-Rojas, A. and Flores-Márquez, E. L.: Nowcasting and multifractal features of the seismicity in the subduction zone of Tehuantepec Isthmus, southern México, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13834, https://doi.org/10.5194/egusphere-egu21-13834, 2021.
EGU21-13890 | vPICO presentations | NH4.2
Statistical analysis of tidal effect on non-volcanic earthquake swarm activity in Wakayama Prefecture, southwest JapanKazuki Machida, Hiroyuki Nagahama, and Jun Muto
Earthquakes occur when the fault stress accumulates to the critical level. External forces such as tidal forces may contributes to the triggering of earthquakes reaching the critical state. For example, in the case of 2011 Tohoku Earthquake, it is reported that there is a correlation between tidal forces and the earthquakes prior to the mainshock. Earthquakes with smaller magnitude are also affected by tidal forces and expected to show correlation with tidal forces.
Tidal triggering of non-volcanic seismic swarm has not been well documented. So, we choose the Wakayama Prefecture as a targeting region. The cause of the earthquakes occurring in the region is considered to be the presence of the water below the seismogenic depth. The swarm activity continues from 1980s. We analyzed the shallow earthquakes in the northern part of Wakayama Prefecture from 1998 to 2016. We used statistical method called Schuster test to analyze correlation between earthquakes and tidal stress.
The result of the analysis shows that the earthquakes have a correlation with tidal forces which have the periodicity near the half of the lunar day and the amplitude of the seismicity-rate variation is about 16% of the average earthquake frequency. Correlation between the earthquakes and tidal forces is stronger at the periods when larger number of earthquakes occur. From tidal stress calculation, it is found that both solid tide and oceanic tide are important at this region. This study confirms that most of the earthquakes larger than Mw 4 in the region occur in the rising period of tidal normal stress or just after the maximum of tidal normal stress. Therefore, tidal observation gives information about the criticality of rocks and temporal heterogeneity of the earthquake occurrence.
How to cite: Machida, K., Nagahama, H., and Muto, J.: Statistical analysis of tidal effect on non-volcanic earthquake swarm activity in Wakayama Prefecture, southwest Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13890, https://doi.org/10.5194/egusphere-egu21-13890, 2021.
Earthquakes occur when the fault stress accumulates to the critical level. External forces such as tidal forces may contributes to the triggering of earthquakes reaching the critical state. For example, in the case of 2011 Tohoku Earthquake, it is reported that there is a correlation between tidal forces and the earthquakes prior to the mainshock. Earthquakes with smaller magnitude are also affected by tidal forces and expected to show correlation with tidal forces.
Tidal triggering of non-volcanic seismic swarm has not been well documented. So, we choose the Wakayama Prefecture as a targeting region. The cause of the earthquakes occurring in the region is considered to be the presence of the water below the seismogenic depth. The swarm activity continues from 1980s. We analyzed the shallow earthquakes in the northern part of Wakayama Prefecture from 1998 to 2016. We used statistical method called Schuster test to analyze correlation between earthquakes and tidal stress.
The result of the analysis shows that the earthquakes have a correlation with tidal forces which have the periodicity near the half of the lunar day and the amplitude of the seismicity-rate variation is about 16% of the average earthquake frequency. Correlation between the earthquakes and tidal forces is stronger at the periods when larger number of earthquakes occur. From tidal stress calculation, it is found that both solid tide and oceanic tide are important at this region. This study confirms that most of the earthquakes larger than Mw 4 in the region occur in the rising period of tidal normal stress or just after the maximum of tidal normal stress. Therefore, tidal observation gives information about the criticality of rocks and temporal heterogeneity of the earthquake occurrence.
How to cite: Machida, K., Nagahama, H., and Muto, J.: Statistical analysis of tidal effect on non-volcanic earthquake swarm activity in Wakayama Prefecture, southwest Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13890, https://doi.org/10.5194/egusphere-egu21-13890, 2021.
EGU21-14065 | vPICO presentations | NH4.2 | Highlight
Multi-channel singular spectrum analysis of underground Rn concentration at Asahi station, Japan: Preliminary report on the variation of underground Rn fluxKatsumi Hattori, Haruna Kojima, Kazuhide Nemoto, Chie Yoshino, Toshiharu Konishi, and Dimitar Ouzounov
There are many reports on electromagnetic pre-earthquake phenomena such as geomagnetic, ionospheric, and atmospheric anomalous changes. Ionospheric anomaly preceding large earthquakes is one of the most promising phenomena. Lithosphere-Atmosphere-Ionosphere Coupling (LAIC) model has been proposed to explain these phenomena. In this study, to evaluate the possibility of chemical channel of LAIC by observation, we have installed sensors for atmospheric electric field, atmospheric ion concentration, atmospheric Rn concentration, underground Rn concentration (GRC), and weather elements at Asahi station, Boso, Japan. Since the atmospheric electricity parameters are very much influenced by weather factors, it is necessary to remove these effects as much as possible. In this aim, we apply the MSSA (Multi-channel Singular Spectral Analysis) to remove these influences from the variation of GRC and estimate the underground Rn flux (GRF). We investigated the correlations (1) between GRF and precipitation and (2) between GRF and the local seismic activity around Asahi station. The preliminary results show that there is a tendency of correlation (1) between GRF and heavy rain and (2) between GRF and local seismicity within an epicenter distance of 50 km from the station.
How to cite: Hattori, K., Kojima, H., Nemoto, K., Yoshino, C., Konishi, T., and Ouzounov, D.: Multi-channel singular spectrum analysis of underground Rn concentration at Asahi station, Japan: Preliminary report on the variation of underground Rn flux, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14065, https://doi.org/10.5194/egusphere-egu21-14065, 2021.
There are many reports on electromagnetic pre-earthquake phenomena such as geomagnetic, ionospheric, and atmospheric anomalous changes. Ionospheric anomaly preceding large earthquakes is one of the most promising phenomena. Lithosphere-Atmosphere-Ionosphere Coupling (LAIC) model has been proposed to explain these phenomena. In this study, to evaluate the possibility of chemical channel of LAIC by observation, we have installed sensors for atmospheric electric field, atmospheric ion concentration, atmospheric Rn concentration, underground Rn concentration (GRC), and weather elements at Asahi station, Boso, Japan. Since the atmospheric electricity parameters are very much influenced by weather factors, it is necessary to remove these effects as much as possible. In this aim, we apply the MSSA (Multi-channel Singular Spectral Analysis) to remove these influences from the variation of GRC and estimate the underground Rn flux (GRF). We investigated the correlations (1) between GRF and precipitation and (2) between GRF and the local seismic activity around Asahi station. The preliminary results show that there is a tendency of correlation (1) between GRF and heavy rain and (2) between GRF and local seismicity within an epicenter distance of 50 km from the station.
How to cite: Hattori, K., Kojima, H., Nemoto, K., Yoshino, C., Konishi, T., and Ouzounov, D.: Multi-channel singular spectrum analysis of underground Rn concentration at Asahi station, Japan: Preliminary report on the variation of underground Rn flux, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14065, https://doi.org/10.5194/egusphere-egu21-14065, 2021.
EGU21-16480 | vPICO presentations | NH4.2
Natural Cooperation of Seismic Activities Related Wave Propagation on the Worldwide Pandemics ProcessesTaner Sengor
The recent pandemic is the first stage of a worldwide spreading diseases manifold1. The events of new complex viruses’ network are in results of some universal and natural processes2; therefore, all the mechanisms related to these types of complex viruses’ pandemics must be handled and taken considering its true nature; unfortunately, the topics excluding the natural science disciplines related to pandemics may not bring a valuable contribution to the solution of the recent problems generated with the worldwide diseases’ chains. The tactics of world widely attacking complex viruses and pandemics are valuably intelligent so they control and command their behaviors as covering a simultaneously widen activity. This brings considering of communication-like and intelligence-like mechanisms embedded in molecular structures of such complex viruses as an algorithmic process. The motivating approach of this thesis is related to the studies connecting virus and/or virus-like, say virutic, environs and especially itself of the virus body with an electromagnetic problem topic which have high potential to contribute deterministic, fast solutions for the recent unusual pandemic and possible pandemics in future. The solutions would provide strategies for the healthcare from viruses without having to use undiscovered methods and techniques yet, independently. There is some specific self-optimization processes behind both the minor and the majorant natural events iff the Earth is considered with its all ingredients to downwards from upwards as a single and compact system3.
Some specific spatial processes generate simple molecular structures, say virutic structures, VSs. The VSs prepare a way for occurrence of complex molecules after collisions’ chains. Some complex molecules related to VSs construct active particles as active matter. These active particles design Brownian-like motors consuming the wave energy coming from both the seismic activities and mean spectral power density in the Earth’s atmosphere per frequency and per volume and per surface according to bandwidth. These Brownian-like motors create Brownian-like bridges. These Brownian-like bridges can carry the active particles involving VSs to the extremely long distances and locations; therefore, they may move among continentals, easily but conditionally. The collisions among VSs create viruses and/or virus-like particles in complicated design algorithms as complex molecules during the Brownian-like transportations along the swarming-like paths governed with 2nd order stochastic partial differential equations. These paths are highly modulated in an anomalous super diffusion pattern by the waves related to the significant seismic activities.
The natural physical settlement of the initial values of the 2nd order stochastic initial boundary value problem, 2ndoSIBVP, was occurred around 1999 according to above said Brownian-like processes. The pike of the distribution relatable to the process is approximately 2019. If the process is considered as a stable distribution having the pick in 2019, then it has a half bandwidth of around 20 years. If the process is accepted propagating with a standard probability density function, then the initial ending of the process is around 20392,4.
______________________________
1https://www.researchgate.net/project/Relational-Equivalence-Mechanisms-of-Electromagnetism-to-the-Widened-Virus-Problems.
2 doi:10.23919/URSI- ETS.2019.8931455.
3 http://meetingorganizer.copernicus.org/EGU2019/EGU2019-17127.pdf.
4Sengor T, On the Availability of Electromagnetically Equivalence Processes Relevant to Worldwide Spreadable Diseases Manifolds. 34th URSI GASS 2021 Rome (submitted).
How to cite: Sengor, T.: Natural Cooperation of Seismic Activities Related Wave Propagation on the Worldwide Pandemics Processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16480, https://doi.org/10.5194/egusphere-egu21-16480, 2021.
The recent pandemic is the first stage of a worldwide spreading diseases manifold1. The events of new complex viruses’ network are in results of some universal and natural processes2; therefore, all the mechanisms related to these types of complex viruses’ pandemics must be handled and taken considering its true nature; unfortunately, the topics excluding the natural science disciplines related to pandemics may not bring a valuable contribution to the solution of the recent problems generated with the worldwide diseases’ chains. The tactics of world widely attacking complex viruses and pandemics are valuably intelligent so they control and command their behaviors as covering a simultaneously widen activity. This brings considering of communication-like and intelligence-like mechanisms embedded in molecular structures of such complex viruses as an algorithmic process. The motivating approach of this thesis is related to the studies connecting virus and/or virus-like, say virutic, environs and especially itself of the virus body with an electromagnetic problem topic which have high potential to contribute deterministic, fast solutions for the recent unusual pandemic and possible pandemics in future. The solutions would provide strategies for the healthcare from viruses without having to use undiscovered methods and techniques yet, independently. There is some specific self-optimization processes behind both the minor and the majorant natural events iff the Earth is considered with its all ingredients to downwards from upwards as a single and compact system3.
Some specific spatial processes generate simple molecular structures, say virutic structures, VSs. The VSs prepare a way for occurrence of complex molecules after collisions’ chains. Some complex molecules related to VSs construct active particles as active matter. These active particles design Brownian-like motors consuming the wave energy coming from both the seismic activities and mean spectral power density in the Earth’s atmosphere per frequency and per volume and per surface according to bandwidth. These Brownian-like motors create Brownian-like bridges. These Brownian-like bridges can carry the active particles involving VSs to the extremely long distances and locations; therefore, they may move among continentals, easily but conditionally. The collisions among VSs create viruses and/or virus-like particles in complicated design algorithms as complex molecules during the Brownian-like transportations along the swarming-like paths governed with 2nd order stochastic partial differential equations. These paths are highly modulated in an anomalous super diffusion pattern by the waves related to the significant seismic activities.
The natural physical settlement of the initial values of the 2nd order stochastic initial boundary value problem, 2ndoSIBVP, was occurred around 1999 according to above said Brownian-like processes. The pike of the distribution relatable to the process is approximately 2019. If the process is considered as a stable distribution having the pick in 2019, then it has a half bandwidth of around 20 years. If the process is accepted propagating with a standard probability density function, then the initial ending of the process is around 20392,4.
______________________________
1https://www.researchgate.net/project/Relational-Equivalence-Mechanisms-of-Electromagnetism-to-the-Widened-Virus-Problems.
2 doi:10.23919/URSI- ETS.2019.8931455.
3 http://meetingorganizer.copernicus.org/EGU2019/EGU2019-17127.pdf.
4Sengor T, On the Availability of Electromagnetically Equivalence Processes Relevant to Worldwide Spreadable Diseases Manifolds. 34th URSI GASS 2021 Rome (submitted).
How to cite: Sengor, T.: Natural Cooperation of Seismic Activities Related Wave Propagation on the Worldwide Pandemics Processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16480, https://doi.org/10.5194/egusphere-egu21-16480, 2021.
EGU21-14204 | vPICO presentations | NH4.2
Supporting the surface charging mechanism of seismic-electromagnetic phenomena by the direct measurements of the electron and hole trapping centersKiriha Tanaka, Hiroyuki Nagahama, Jun Muto, Toshitaka Oka, and Yasuo Yabe
The mechanisms of the seismic-electromagnetic phenomena (SEP) attracted as precursors of short-term earthquake forecast have been suggested, however, it is still incompletely understood. Among the possible mechanisms of the SEP is the surface charging mechanism related to the electron and hole trapping centers in quartz. Previous studies evaluated the plausibility of the mechanism from the surface charge density by the measurement of current or potential changes. On the other hand, only a few studies have evaluated the plausibility from the direct measurements of the trapping centers’ concentration.
We have performed low-velocity friction experiments mimicking the fracture with low-frictional heating for simulated fault gouges (commercial natural quartz sands) at a normal stress of 1.0 MPa with displacements up to 1.4 m. In order to measure the concentration of the trapping centers in the simulated-fault gouges, we conducted electron spin resonance for the standard sample, TEMPOL (4-hydroxy-2,2,6,6-tetramethyl-piperidine-1-oxyl), and the gouges before and after friction. In recent decades, researchers also have obtained the concentrations of the trapping centers in the quartz damaged in the rock fracture experiments using ESR and a radical scavenger. From those concentrations with the measured or assumed surface areas, we calculated the surface charge density of the quartz and discussed the plausibility of the surface charging mechanism of the SEP.
In our friction experiments, the E’ type centers were detected at g2 = 2.001 (e.g., E1’ center; ≡Si・, ES’ center; ≡Si・, Eα’ center; =Si:, where − is an electron pair, : is a lone pair, and ・ is an unpaired electron) in the ESR spectra of the simulated-quartz gouges and the trapping center increased by the fracture of low-velocity friction. Assuming that the trapping centers were produced on the grain surfaces by the fracture, the range of the increase in the surface charge density was (0.21–8.0) ×10-4 C/m2. The rock fracture experiments found the E1’ center, non-bridging oxygen hole center (NBOHC; ≡Si−O・), and peroxy center (≡Si−O−O・) in quartz. On the same assumption, the total surface charge density of those trapping centers and the density of the E1’ center or NBOHC were estimated as 2.7×10-1 and 5.0×10-2–3.94 C/m2, respectively.
The surface charge density required for a corona discharge that can cause the SEP in the air over a flat plane is reported over 5.0×10-5 C/m2. The quantities calculated above are almost enough to induce a corona discharge. The surface charges can form the electric dipoles on the fault plane, inducing the electric and magnetic fields. Our experiment showed that the fracture by fault motions could produce the surface charges on the fault. It proves that the electromagnetic abnormalities by the fault motions may also be observed through the surface charging mechanism. Therefore, our study supports that the surface charging mechanism is plausible.
How to cite: Tanaka, K., Nagahama, H., Muto, J., Oka, T., and Yabe, Y.: Supporting the surface charging mechanism of seismic-electromagnetic phenomena by the direct measurements of the electron and hole trapping centers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14204, https://doi.org/10.5194/egusphere-egu21-14204, 2021.
The mechanisms of the seismic-electromagnetic phenomena (SEP) attracted as precursors of short-term earthquake forecast have been suggested, however, it is still incompletely understood. Among the possible mechanisms of the SEP is the surface charging mechanism related to the electron and hole trapping centers in quartz. Previous studies evaluated the plausibility of the mechanism from the surface charge density by the measurement of current or potential changes. On the other hand, only a few studies have evaluated the plausibility from the direct measurements of the trapping centers’ concentration.
We have performed low-velocity friction experiments mimicking the fracture with low-frictional heating for simulated fault gouges (commercial natural quartz sands) at a normal stress of 1.0 MPa with displacements up to 1.4 m. In order to measure the concentration of the trapping centers in the simulated-fault gouges, we conducted electron spin resonance for the standard sample, TEMPOL (4-hydroxy-2,2,6,6-tetramethyl-piperidine-1-oxyl), and the gouges before and after friction. In recent decades, researchers also have obtained the concentrations of the trapping centers in the quartz damaged in the rock fracture experiments using ESR and a radical scavenger. From those concentrations with the measured or assumed surface areas, we calculated the surface charge density of the quartz and discussed the plausibility of the surface charging mechanism of the SEP.
In our friction experiments, the E’ type centers were detected at g2 = 2.001 (e.g., E1’ center; ≡Si・, ES’ center; ≡Si・, Eα’ center; =Si:, where − is an electron pair, : is a lone pair, and ・ is an unpaired electron) in the ESR spectra of the simulated-quartz gouges and the trapping center increased by the fracture of low-velocity friction. Assuming that the trapping centers were produced on the grain surfaces by the fracture, the range of the increase in the surface charge density was (0.21–8.0) ×10-4 C/m2. The rock fracture experiments found the E1’ center, non-bridging oxygen hole center (NBOHC; ≡Si−O・), and peroxy center (≡Si−O−O・) in quartz. On the same assumption, the total surface charge density of those trapping centers and the density of the E1’ center or NBOHC were estimated as 2.7×10-1 and 5.0×10-2–3.94 C/m2, respectively.
The surface charge density required for a corona discharge that can cause the SEP in the air over a flat plane is reported over 5.0×10-5 C/m2. The quantities calculated above are almost enough to induce a corona discharge. The surface charges can form the electric dipoles on the fault plane, inducing the electric and magnetic fields. Our experiment showed that the fracture by fault motions could produce the surface charges on the fault. It proves that the electromagnetic abnormalities by the fault motions may also be observed through the surface charging mechanism. Therefore, our study supports that the surface charging mechanism is plausible.
How to cite: Tanaka, K., Nagahama, H., Muto, J., Oka, T., and Yabe, Y.: Supporting the surface charging mechanism of seismic-electromagnetic phenomena by the direct measurements of the electron and hole trapping centers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14204, https://doi.org/10.5194/egusphere-egu21-14204, 2021.
EGU21-14544 | vPICO presentations | NH4.2
On the Potential of Multi-Parametric Measurements for Earthquake Precursors AnalysisTetiana Skorokhod, Nimrod Inbar, and Yuval Reuveni
Despite the existence of a large number of observational data and physical models describing the preparation, performance and consequences of Earthquakes (EQ) events, scientists still do not know much about this physical phenomena. A vast amount of efforts and financial means have already been invested in searching for possible precursors of geodynamic and EQ events, which might be considered disproportionate to the progress already achieved. Nevertheless, this important task deserves further investigation, as any encouraging obtained result will pay off all efforts.
Here, we propose to investigate a multi-parametric integrated approach, augmented by observation from a wide set of possible/potential EQ manifestations in the Lithosphere, Troposphere and Ionosphere. To better tackle the problem of possible EQ precursor detection, four EQ events with magnitudes of 3.9–4.4 M, which occurred in Lake Kinneret pull-apart basin, Israel from the period of May 1 to September 30, 2018, were examined. The multi-parametric observation were simultaneously collected from several stations within a 100 km radius from the studied EQ epicenters. Thus, the following parameters which were investigated are: gamma-ray emissions both from the subsurface and atmosphere, precipitation, atmospheric temperature and pressure, groundwater level and electrical conductivity measured in two wells, precipitable water vapor (PWV) in the atmosphere extracted from GNSS tropospheric path delays, Total Electron Content (TEC) in the ionosphere extracted from GNSS ionospheric path delays. In addition, geomagnetic and solar parameters such as A- and Kp-indices, 10.7 cm radio flux and sun spot number (SSN), were used to exclude the influence of solar-terrestrial coupling and mitigate false positive signatures.
Preliminary results indicate anomalous signals (exceeding 2σ) at all stations for most of the measured parameters, approximately one month before the studied EQ events. Five significant anomalies, lasting 4-7 days, observed in sub-surface gamma-ray emissions were chosen as reference main precursors. Two of those anomalies (35±2 days and 26±2 days before the EQ events) were accompanied by signal enhancements, measured at other stations located several tens of kilometers apart, in PWV, TEC, groundwater electrical conductivity, Rn and CO2. Another two sub-surface gamma-ray anomalies were correlated with precipitation events, while the last observed anomaly (11±3 days before the EQ events), which is the weakest among the five, was not accompanied by any enhanced measured parameter. According to these results, the multi-parametric approach seems to provide a powerful analysis tool used to differentiate between signals originated from geodynamic and other sources. It is suggested that future research can benefit tremendously from vast multi-parametric continuous data collection and analysis.
How to cite: Skorokhod, T., Inbar, N., and Reuveni, Y.: On the Potential of Multi-Parametric Measurements for Earthquake Precursors Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14544, https://doi.org/10.5194/egusphere-egu21-14544, 2021.
Despite the existence of a large number of observational data and physical models describing the preparation, performance and consequences of Earthquakes (EQ) events, scientists still do not know much about this physical phenomena. A vast amount of efforts and financial means have already been invested in searching for possible precursors of geodynamic and EQ events, which might be considered disproportionate to the progress already achieved. Nevertheless, this important task deserves further investigation, as any encouraging obtained result will pay off all efforts.
Here, we propose to investigate a multi-parametric integrated approach, augmented by observation from a wide set of possible/potential EQ manifestations in the Lithosphere, Troposphere and Ionosphere. To better tackle the problem of possible EQ precursor detection, four EQ events with magnitudes of 3.9–4.4 M, which occurred in Lake Kinneret pull-apart basin, Israel from the period of May 1 to September 30, 2018, were examined. The multi-parametric observation were simultaneously collected from several stations within a 100 km radius from the studied EQ epicenters. Thus, the following parameters which were investigated are: gamma-ray emissions both from the subsurface and atmosphere, precipitation, atmospheric temperature and pressure, groundwater level and electrical conductivity measured in two wells, precipitable water vapor (PWV) in the atmosphere extracted from GNSS tropospheric path delays, Total Electron Content (TEC) in the ionosphere extracted from GNSS ionospheric path delays. In addition, geomagnetic and solar parameters such as A- and Kp-indices, 10.7 cm radio flux and sun spot number (SSN), were used to exclude the influence of solar-terrestrial coupling and mitigate false positive signatures.
Preliminary results indicate anomalous signals (exceeding 2σ) at all stations for most of the measured parameters, approximately one month before the studied EQ events. Five significant anomalies, lasting 4-7 days, observed in sub-surface gamma-ray emissions were chosen as reference main precursors. Two of those anomalies (35±2 days and 26±2 days before the EQ events) were accompanied by signal enhancements, measured at other stations located several tens of kilometers apart, in PWV, TEC, groundwater electrical conductivity, Rn and CO2. Another two sub-surface gamma-ray anomalies were correlated with precipitation events, while the last observed anomaly (11±3 days before the EQ events), which is the weakest among the five, was not accompanied by any enhanced measured parameter. According to these results, the multi-parametric approach seems to provide a powerful analysis tool used to differentiate between signals originated from geodynamic and other sources. It is suggested that future research can benefit tremendously from vast multi-parametric continuous data collection and analysis.
How to cite: Skorokhod, T., Inbar, N., and Reuveni, Y.: On the Potential of Multi-Parametric Measurements for Earthquake Precursors Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14544, https://doi.org/10.5194/egusphere-egu21-14544, 2021.
EGU21-12298 | vPICO presentations | NH4.2 | Highlight
Insight on the results of three different correlation analyses between satellite TIR anomalies and earthquake occurrenceCarolina Filizzola, Roberto Colonna, Alexander Eleftheriou, Nicola Genzano, Katsumi Hattori, Mariano Lisi, Nicola Pergola, Filippos Vallianatos, Valeria Satriano, and Valerio Tramutoli
In order to evaluate the potentiality of the parameter “RST-based satellite TIR anomalies” in relation with earthquake (M≥4) occurrence, in recent years we performed three long-term statistical correlation analyses on different seismically active areas, such as Greece (Eleftheriou et al., 2016), Italy (Genzano et al., 2020), and Japan (Genzano et al., 2021).
With this aim, by means of the RST (Robust Satellite Techniques; Tramutoli, 1998, 2007) approach we analysed ten-year time series of satellite images collected by the SEVIRI sensor (on board the MSG platforms) over Greece (2004-2013) and Italy (2004-2014), and by the JAMI and IMAGER sensors (on board the MTSAT satellites) over Japan (2005-2015). By applying empirical spatial-temporal rules, which are established also taking account of the physical models up to now proposed to explain seismic TIR anomaly appearances, the performed long -term correlation analyses put in relief that a non-casual relation exists between satellite TIR anomalies and the occurrence of earthquakes.
At the same time, in the carried out studies we introduced and validated refinements and improvements to the RST approach, which are able to minimize the proliferation of the false positives (i.e. TIR anomalies independent from the seismic sources, but due to other causes such as meteorological factors).
Here, we summarize the achieved results and discuss them from the perspective of a multi-parameter system, which could improve our present knowledge on the earthquake-related processes and increase our capacity to assess the seismic hazard in the medium-short term (months to days).
References
Eleftheriou, A., C. Filizzola, N. Genzano, T. Lacava, M. Lisi, R. Paciello, N. Pergola, F. Vallianatos, and V. Tramutoli (2016), Long-Term RST Analysis of Anomalous TIR Sequences in Relation with Earthquakes Occurred in Greece in the Period 2004–2013, Pure Appl. Geophys., 173(1), 285–303, doi:10.1007/s00024-015-1116-8.
Genzano, N., C. Filizzola, M. Lisi, N. Pergola, and V. Tramutoli (2020), Toward the development of a multi parametric system for a short-term assessment of the seismic hazard in Italy, Ann. Geophys, 63, 5, PA550, doi:10.4401/ag-8227.
Genzano, N., C. Filizzola, K. Hattori, N. Pergola, and V. Tramutoli (2021), Statistical correlation analysis between thermal infrared anomalies observed from MTSATs and large earthquakes occurred in Japan (2005 - 2015), Journal of Geophysics Research – Solid Earth, doi: 10.1029/2020JB020108 (accepted).
Tramutoli, V. (1998), Robust AVHRR Techniques (RAT) for Environmental Monitoring: theory and applications, in Proceedings of SPIE, vol. 3496, edited by E. Zilioli, pp. 101–113, doi: 10.1117/12.332714
Tramutoli, V. (2007), Robust Satellite Techniques (RST) for Natural and Environmental Hazards Monitoring and Mitigation: Theory and Applications, in 2007 International Workshop on the Analysis of Multi-temporal Remote Sensing Images, pp. 1–6, IEEE. doi: 10.1109/MULTITEMP.2007.4293057
How to cite: Filizzola, C., Colonna, R., Eleftheriou, A., Genzano, N., Hattori, K., Lisi, M., Pergola, N., Vallianatos, F., Satriano, V., and Tramutoli, V.: Insight on the results of three different correlation analyses between satellite TIR anomalies and earthquake occurrence, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12298, https://doi.org/10.5194/egusphere-egu21-12298, 2021.
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In order to evaluate the potentiality of the parameter “RST-based satellite TIR anomalies” in relation with earthquake (M≥4) occurrence, in recent years we performed three long-term statistical correlation analyses on different seismically active areas, such as Greece (Eleftheriou et al., 2016), Italy (Genzano et al., 2020), and Japan (Genzano et al., 2021).
With this aim, by means of the RST (Robust Satellite Techniques; Tramutoli, 1998, 2007) approach we analysed ten-year time series of satellite images collected by the SEVIRI sensor (on board the MSG platforms) over Greece (2004-2013) and Italy (2004-2014), and by the JAMI and IMAGER sensors (on board the MTSAT satellites) over Japan (2005-2015). By applying empirical spatial-temporal rules, which are established also taking account of the physical models up to now proposed to explain seismic TIR anomaly appearances, the performed long -term correlation analyses put in relief that a non-casual relation exists between satellite TIR anomalies and the occurrence of earthquakes.
At the same time, in the carried out studies we introduced and validated refinements and improvements to the RST approach, which are able to minimize the proliferation of the false positives (i.e. TIR anomalies independent from the seismic sources, but due to other causes such as meteorological factors).
Here, we summarize the achieved results and discuss them from the perspective of a multi-parameter system, which could improve our present knowledge on the earthquake-related processes and increase our capacity to assess the seismic hazard in the medium-short term (months to days).
References
Eleftheriou, A., C. Filizzola, N. Genzano, T. Lacava, M. Lisi, R. Paciello, N. Pergola, F. Vallianatos, and V. Tramutoli (2016), Long-Term RST Analysis of Anomalous TIR Sequences in Relation with Earthquakes Occurred in Greece in the Period 2004–2013, Pure Appl. Geophys., 173(1), 285–303, doi:10.1007/s00024-015-1116-8.
Genzano, N., C. Filizzola, M. Lisi, N. Pergola, and V. Tramutoli (2020), Toward the development of a multi parametric system for a short-term assessment of the seismic hazard in Italy, Ann. Geophys, 63, 5, PA550, doi:10.4401/ag-8227.
Genzano, N., C. Filizzola, K. Hattori, N. Pergola, and V. Tramutoli (2021), Statistical correlation analysis between thermal infrared anomalies observed from MTSATs and large earthquakes occurred in Japan (2005 - 2015), Journal of Geophysics Research – Solid Earth, doi: 10.1029/2020JB020108 (accepted).
Tramutoli, V. (1998), Robust AVHRR Techniques (RAT) for Environmental Monitoring: theory and applications, in Proceedings of SPIE, vol. 3496, edited by E. Zilioli, pp. 101–113, doi: 10.1117/12.332714
Tramutoli, V. (2007), Robust Satellite Techniques (RST) for Natural and Environmental Hazards Monitoring and Mitigation: Theory and Applications, in 2007 International Workshop on the Analysis of Multi-temporal Remote Sensing Images, pp. 1–6, IEEE. doi: 10.1109/MULTITEMP.2007.4293057
How to cite: Filizzola, C., Colonna, R., Eleftheriou, A., Genzano, N., Hattori, K., Lisi, M., Pergola, N., Vallianatos, F., Satriano, V., and Tramutoli, V.: Insight on the results of three different correlation analyses between satellite TIR anomalies and earthquake occurrence, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12298, https://doi.org/10.5194/egusphere-egu21-12298, 2021.
EGU21-14321 | vPICO presentations | NH4.2 | Highlight
Magnetic field turbulence studies aboard the China Seismo-Electromagnetic Satellite and related ground based phenomenaKonrad Schwingenschuh, Werner Magnes, Xuhui Shen, Jindong Wang, Bingjun Cheng, Bin Zhou, Andreas Pollinger, Christian Hagen, Roland Lammegger, Michaela Ellmeier, Christoph Schirninger, Hans U. Eichelberger, Mohammed Y. Boudjada, Bruno P. Besser, Magda Delva, Irmgard Jernej, and Özer Aydogar
With a new type of a scalar magnetometer, the Coupled Dark State Magnetometer (CDSM) aboard the China Seismo-Electromagnetic Satellite (CSES) mission, we observed magnetic field fluctuations in the period mid July 2018 until mid November 2018.
The measurement range of the CDSM is from 1000 nT up to 100000 nT and the accuracy 0.19 nT (1), the operational performance is discussed in (2). We are using 1 Hz data in the latitude range -65 degree to +65 degree, CSES has an altitude of approx. 507 km in Sun synchronous polar configuration with 97.4 degree inclination.
We analyzed the total magnetic field turbulence by converting the time series into thermodynamic parameters, e.g. entropy, finally these results have been compared with ground based seismic and volcanic events.
Ref:
(1) Pollinger, A., et al.: Coupled dark state magnetometer for the China Seismo-Electromagnetic Satellite, Measurement Science and Technology, 29, 9, 2018. https://doi.org/10.1088/1361-6501/aacde4
(2) Pollinger, A., et al.: In-orbit results of the Coupled Dark State Magnetometer aboard the China Seismo-Electromagnetic Satellite, Geosci. Instrum. Method. Data Syst., 9, 275–291, 2020. https://doi.org/10.5194/gi-9-275-2020
How to cite: Schwingenschuh, K., Magnes, W., Shen, X., Wang, J., Cheng, B., Zhou, B., Pollinger, A., Hagen, C., Lammegger, R., Ellmeier, M., Schirninger, C., Eichelberger, H. U., Boudjada, M. Y., Besser, B. P., Delva, M., Jernej, I., and Aydogar, Ö.: Magnetic field turbulence studies aboard the China Seismo-Electromagnetic Satellite and related ground based phenomena, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14321, https://doi.org/10.5194/egusphere-egu21-14321, 2021.
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With a new type of a scalar magnetometer, the Coupled Dark State Magnetometer (CDSM) aboard the China Seismo-Electromagnetic Satellite (CSES) mission, we observed magnetic field fluctuations in the period mid July 2018 until mid November 2018.
The measurement range of the CDSM is from 1000 nT up to 100000 nT and the accuracy 0.19 nT (1), the operational performance is discussed in (2). We are using 1 Hz data in the latitude range -65 degree to +65 degree, CSES has an altitude of approx. 507 km in Sun synchronous polar configuration with 97.4 degree inclination.
We analyzed the total magnetic field turbulence by converting the time series into thermodynamic parameters, e.g. entropy, finally these results have been compared with ground based seismic and volcanic events.
Ref:
(1) Pollinger, A., et al.: Coupled dark state magnetometer for the China Seismo-Electromagnetic Satellite, Measurement Science and Technology, 29, 9, 2018. https://doi.org/10.1088/1361-6501/aacde4
(2) Pollinger, A., et al.: In-orbit results of the Coupled Dark State Magnetometer aboard the China Seismo-Electromagnetic Satellite, Geosci. Instrum. Method. Data Syst., 9, 275–291, 2020. https://doi.org/10.5194/gi-9-275-2020
How to cite: Schwingenschuh, K., Magnes, W., Shen, X., Wang, J., Cheng, B., Zhou, B., Pollinger, A., Hagen, C., Lammegger, R., Ellmeier, M., Schirninger, C., Eichelberger, H. U., Boudjada, M. Y., Besser, B. P., Delva, M., Jernej, I., and Aydogar, Ö.: Magnetic field turbulence studies aboard the China Seismo-Electromagnetic Satellite and related ground based phenomena, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14321, https://doi.org/10.5194/egusphere-egu21-14321, 2021.
EGU21-94 | vPICO presentations | NH4.2
Lower Ionospheric variations during the intense tectonic activity in the broader area of Greece on October of 2020Michael E. Contadakis, Demetrios Arabelos, Christos Pikridas, Stelios Bitharis, and Emmanuel M. Scordilis
In this paper we investigate the Lower ionospheric variations from TEC observations during the intense seismic activity of October 2020 in the area of Greece (35 o £ j £ 42o N, 19 o £ l £ 29o E). The Total Electron Content (TEC) data are been provided by the Hermes GNSS Network managed by GNSS_QC, AUTH Greece, the HxGN/SmartNet-Greece of Metrica S.A, and the EUREF Network. These data were analysed using both, statistical analysis of TEC variations in order to detect uneven gross variations and Discrete Fourier Analysis in order to investigate the TEC turbulence. The results of this investigation indicate that the High- Frequency limit fo of the ionospheric turbulence content, increases as aproaching the occurrence time of the earthquake, pointing to the earthquake epicenter, in accordane to our previous investigations (Contadakis et al., 2009; Contadakis et al., 2012; Contadakis et al., 2015; Scordilis et al., 2020). We conclude that the LAIC mechanism through acoustic or gravity waves could explain this phenomenology. Thus, observing the frequency content of the ionospheric turbidity we observe a decrease of the higher limit of the turbitity frequency band, as a result of the differential frequency attenuation of the propagating wave. In addition, the statistical analysis shows an excess greater than 3σ from the mean TEC values one and seven days before the earthquake. Since no major disturbance of the geomagnetic field occured during these days, we conclude that we probably observed precursory Ionospheric variations in accordance to analogous findings from the variation of VH/VHF electromagnetic wave propagrations over strong earthquake areas (e.g. Biagi et al. 2019)
References
Biagi and 11 co authors, The INFREP Network: Present Situation andRecent Results. Open Journal of Earthquake Research, vol.8, p. 101-115, 2019.
Contadakis, M.E., Arabelos, D.N., Asteriadis, G., Spatalas, S.D., Pikridas, C., TEC variations over the Mediterranean during the seismic activity period of the last quarter of 2005 in the area of Greece, Nat. Hazards and Earth Syst. Sci., 8, 1267-1276, 2008.
Contadakis, M.E., Arabelos, D.N., Asteriadis, G., Spatalas, S.D., Pikridas, C. TEC variations over Southern Europe before and during the M6.3 Abruzzo earthquake of 6th April 2009, Annals of Geophysics, vol. 55, iss. 1, p. 83-93, 2012.
Contadakis, M. E., Arabelos, D.N., Vergos, G., Spatalas, S. D., Scordilis, E.M., 2015,TEC variations over the Mediterranean before and during the strong earthquake (M = 6.5) of 12th October 2013 in Crete, Greece, Physics and Chemistry of the Earth, Volume 85, p. 9-16., 2015.
Scordilis E.M., Contadakis M.E, Vallianatos F., Spatalas S., Lower Ionospheric turbulence variations during the intense tectonic activity in Eastern Aegean area, Annals of Geophysics, 63, 5, PA544, 2020
How to cite: Contadakis, M. E., Arabelos, D., Pikridas, C., Bitharis, S., and Scordilis, E. M.: Lower Ionospheric variations during the intense tectonic activity in the broader area of Greece on October of 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-94, https://doi.org/10.5194/egusphere-egu21-94, 2021.
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In this paper we investigate the Lower ionospheric variations from TEC observations during the intense seismic activity of October 2020 in the area of Greece (35 o £ j £ 42o N, 19 o £ l £ 29o E). The Total Electron Content (TEC) data are been provided by the Hermes GNSS Network managed by GNSS_QC, AUTH Greece, the HxGN/SmartNet-Greece of Metrica S.A, and the EUREF Network. These data were analysed using both, statistical analysis of TEC variations in order to detect uneven gross variations and Discrete Fourier Analysis in order to investigate the TEC turbulence. The results of this investigation indicate that the High- Frequency limit fo of the ionospheric turbulence content, increases as aproaching the occurrence time of the earthquake, pointing to the earthquake epicenter, in accordane to our previous investigations (Contadakis et al., 2009; Contadakis et al., 2012; Contadakis et al., 2015; Scordilis et al., 2020). We conclude that the LAIC mechanism through acoustic or gravity waves could explain this phenomenology. Thus, observing the frequency content of the ionospheric turbidity we observe a decrease of the higher limit of the turbitity frequency band, as a result of the differential frequency attenuation of the propagating wave. In addition, the statistical analysis shows an excess greater than 3σ from the mean TEC values one and seven days before the earthquake. Since no major disturbance of the geomagnetic field occured during these days, we conclude that we probably observed precursory Ionospheric variations in accordance to analogous findings from the variation of VH/VHF electromagnetic wave propagrations over strong earthquake areas (e.g. Biagi et al. 2019)
References
Biagi and 11 co authors, The INFREP Network: Present Situation andRecent Results. Open Journal of Earthquake Research, vol.8, p. 101-115, 2019.
Contadakis, M.E., Arabelos, D.N., Asteriadis, G., Spatalas, S.D., Pikridas, C., TEC variations over the Mediterranean during the seismic activity period of the last quarter of 2005 in the area of Greece, Nat. Hazards and Earth Syst. Sci., 8, 1267-1276, 2008.
Contadakis, M.E., Arabelos, D.N., Asteriadis, G., Spatalas, S.D., Pikridas, C. TEC variations over Southern Europe before and during the M6.3 Abruzzo earthquake of 6th April 2009, Annals of Geophysics, vol. 55, iss. 1, p. 83-93, 2012.
Contadakis, M. E., Arabelos, D.N., Vergos, G., Spatalas, S. D., Scordilis, E.M., 2015,TEC variations over the Mediterranean before and during the strong earthquake (M = 6.5) of 12th October 2013 in Crete, Greece, Physics and Chemistry of the Earth, Volume 85, p. 9-16., 2015.
Scordilis E.M., Contadakis M.E, Vallianatos F., Spatalas S., Lower Ionospheric turbulence variations during the intense tectonic activity in Eastern Aegean area, Annals of Geophysics, 63, 5, PA544, 2020
How to cite: Contadakis, M. E., Arabelos, D., Pikridas, C., Bitharis, S., and Scordilis, E. M.: Lower Ionospheric variations during the intense tectonic activity in the broader area of Greece on October of 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-94, https://doi.org/10.5194/egusphere-egu21-94, 2021.
EGU21-6412 | vPICO presentations | NH4.2
Methods for determining the perturbations in VLF in the Earth-ionosphere waveguide and TEC for ionospheric monitoring of catastrophic events in the Lithosphere-Atmosphere-Ionosphere-Magnetosphere (LAIM) systemYuriy Rapoport, Volodymyr Reshetnyk, Asen Grytsai, Alex Liashchuk, Vasyl Ivchenko, Alla Fedorenko, Masashi Hayakawa, Vladimir Grimalsky, Sergei Petrishchevskii, and Viktor Fedun
A new analytical model has been developed to determine the characteristics of the VLF complex eigenmodes in the waveguide Earth-Ionosphere (WGEI). The developed analytical model, in combination with appropriate numerical methods, provides all important characteristics of (i) complex eigenmodes and their excitation by external electric current source in WGEI, (ii) radiation from WGEI of ELF waves into the upper ionosphere/magnetosphere. After propagation of electromagnetic waves over a certain distance (~ 100 km) from input antenna, either set of complex modes or input boundary conditios for an effective beams may be determined and then the theory [1] for coupled VLF beams in WGEI may be applied. This approach is considered in the context of Nonlinear evolution equations for wave processes in layered structures (NEELS) method for modeling wave processes in layered artificial/natural media [2] (i) taking into account importance of boundary conditions at the input of waveguide region, where the external current source is located, as well as complex impedance boundary conditions at WGEI boundaries [1] and (ii) using appropriate system of evolution equations for coupled wave beams. The measurements of VLF in Japan (from Hayakawa Institute of Seismo Electromagnetics) were used in this study. Fluctuations in VLF amplitudes are revealed with the periods of (i) 2-3 hours; (ii) 5-10 minutes corresponding to the fundamental mode of acoustic-gravity waves (AGW) near the Brunt–Väisälä period (to the best of our knowledge for the first time it has been done based on VLF signals). There is also a weekly antropogenic trend in VLF data. Since 2019, a number of VLFs and LFs signals (radiated mostly by European transmitters) have been monitored at NCCSSAU and demonstrate the quasi-wave disturbances with periods of ~10 minutes. The analysis of the relevant data indicates the need to eliminate the impact of hardware effects. Significant influence on the distribution of TEC geomagnetic perturbations was found, in particular, during analysis of St. Patrick's Day geomagnetic storm (March 17, 2015). To use global TEC maps for studying ionospheric processes, including possible precursors of the most powerful earthquakes, it is recommended to use data with less then one minute time resolution. Different spectral methods for data processing and entropy approach for detecting pre-catastrophic state of LAIM system are discussed. The developed methods can be useful for ionospheric monitoring of catastrophic events in the LAIM system, based on the complex studies (i) of ionospheric disturbances in VLF and TEC, in particular caused by the same source located in the lithosphere/lower atmosphere, magnetosphere or ionosphere; and (ii) the impact of AGW on VLF characteristics in WGEI.
[1] Rapoport Y., Grimalsky V., … Grytsai A., Fedun V. et al. Model of propagation of VLF beams in the waveguide Earth-Ionosphere. Principles of tensor impedance method in multilayered gyrotropic waveguides , Ann. Geo., 2020, 38, 207–230.
[2] Boardman A.D., Alberucci A., … Rapoport Yu. G., … Ivchenko V.M. [et al.]. Spatial Solitonic and Nonlinear Plasmonic Aspects of Metamaterials // World Scientific Handbook of Metamaterials and Plasmonics, 2017, 4, 419-469.
How to cite: Rapoport, Y., Reshetnyk, V., Grytsai, A., Liashchuk, A., Ivchenko, V., Fedorenko, A., Hayakawa, M., Grimalsky, V., Petrishchevskii, S., and Fedun, V.: Methods for determining the perturbations in VLF in the Earth-ionosphere waveguide and TEC for ionospheric monitoring of catastrophic events in the Lithosphere-Atmosphere-Ionosphere-Magnetosphere (LAIM) system, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6412, https://doi.org/10.5194/egusphere-egu21-6412, 2021.
A new analytical model has been developed to determine the characteristics of the VLF complex eigenmodes in the waveguide Earth-Ionosphere (WGEI). The developed analytical model, in combination with appropriate numerical methods, provides all important characteristics of (i) complex eigenmodes and their excitation by external electric current source in WGEI, (ii) radiation from WGEI of ELF waves into the upper ionosphere/magnetosphere. After propagation of electromagnetic waves over a certain distance (~ 100 km) from input antenna, either set of complex modes or input boundary conditios for an effective beams may be determined and then the theory [1] for coupled VLF beams in WGEI may be applied. This approach is considered in the context of Nonlinear evolution equations for wave processes in layered structures (NEELS) method for modeling wave processes in layered artificial/natural media [2] (i) taking into account importance of boundary conditions at the input of waveguide region, where the external current source is located, as well as complex impedance boundary conditions at WGEI boundaries [1] and (ii) using appropriate system of evolution equations for coupled wave beams. The measurements of VLF in Japan (from Hayakawa Institute of Seismo Electromagnetics) were used in this study. Fluctuations in VLF amplitudes are revealed with the periods of (i) 2-3 hours; (ii) 5-10 minutes corresponding to the fundamental mode of acoustic-gravity waves (AGW) near the Brunt–Väisälä period (to the best of our knowledge for the first time it has been done based on VLF signals). There is also a weekly antropogenic trend in VLF data. Since 2019, a number of VLFs and LFs signals (radiated mostly by European transmitters) have been monitored at NCCSSAU and demonstrate the quasi-wave disturbances with periods of ~10 minutes. The analysis of the relevant data indicates the need to eliminate the impact of hardware effects. Significant influence on the distribution of TEC geomagnetic perturbations was found, in particular, during analysis of St. Patrick's Day geomagnetic storm (March 17, 2015). To use global TEC maps for studying ionospheric processes, including possible precursors of the most powerful earthquakes, it is recommended to use data with less then one minute time resolution. Different spectral methods for data processing and entropy approach for detecting pre-catastrophic state of LAIM system are discussed. The developed methods can be useful for ionospheric monitoring of catastrophic events in the LAIM system, based on the complex studies (i) of ionospheric disturbances in VLF and TEC, in particular caused by the same source located in the lithosphere/lower atmosphere, magnetosphere or ionosphere; and (ii) the impact of AGW on VLF characteristics in WGEI.
[1] Rapoport Y., Grimalsky V., … Grytsai A., Fedun V. et al. Model of propagation of VLF beams in the waveguide Earth-Ionosphere. Principles of tensor impedance method in multilayered gyrotropic waveguides , Ann. Geo., 2020, 38, 207–230.
[2] Boardman A.D., Alberucci A., … Rapoport Yu. G., … Ivchenko V.M. [et al.]. Spatial Solitonic and Nonlinear Plasmonic Aspects of Metamaterials // World Scientific Handbook of Metamaterials and Plasmonics, 2017, 4, 419-469.
How to cite: Rapoport, Y., Reshetnyk, V., Grytsai, A., Liashchuk, A., Ivchenko, V., Fedorenko, A., Hayakawa, M., Grimalsky, V., Petrishchevskii, S., and Fedun, V.: Methods for determining the perturbations in VLF in the Earth-ionosphere waveguide and TEC for ionospheric monitoring of catastrophic events in the Lithosphere-Atmosphere-Ionosphere-Magnetosphere (LAIM) system, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6412, https://doi.org/10.5194/egusphere-egu21-6412, 2021.
EGU21-3078 | vPICO presentations | NH4.2
Strong earthquake activity influenced by solar flare intensityGerald Duma
Based on the comprehensive earthquake catalogue USGS ( HYPERLINK https://earthquake.usgs.gov) the paper demonstrates that strong earthquake activity, seismic events with M≥6, exhibits a seasonal trend. This feature is the result of analyses of earthquake data for the N- and S- Earth Hemisphere in period 2010-2019. It can be shown also for single earthquake prone regions as well, like Japan, Eurasia, S-America.
Any seasonal effect suggests an external influence. In that regard, one can think also of a solar-terrestrial effect, that is suggested already in several studies (e.g M.Tavares, A.Azevedo, 2011; D.A.E. Vares, M.A.Persinger,2014; G.Duma, 2019). This assumption leads to the question: Which dynamic process can cause a trigger effect for strong earthquakes in the Earth's lithosphere.
In this study the intensity of solar flares and the resulting radiation, the solar wind, towards the Earth was taken into account. An appropriate parameter which has been regularity measured and reported for many decades and which reflects the intensity of solar radiation is the magnetic index Kp. It is measured at numerous geomagnetic observatories and describes the magnetic disturbances in nT within 3 hour intervals, respectively. Averages of all the measured 3-hour values are then published as Kp, therefore considered a planetary parameter (International Service of Geomagnetic Indices ISGI,France).
The temporal variations of strong earthquake activity over 10 years and their energy release was compared with the above mentioned index Kp. Actually, a distinct correlation between the two quantities, Kp and earthquake frequency, resulted in cases of different regions as well as globally. Another essential result of the study is that maxima of Kp preceed those of earthquake activity by about 60 to 80 days in most cases. The mechanism has not yet been modeled satisfactorily.
How to cite: Duma, G.: Strong earthquake activity influenced by solar flare intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3078, https://doi.org/10.5194/egusphere-egu21-3078, 2021.
Based on the comprehensive earthquake catalogue USGS ( HYPERLINK https://earthquake.usgs.gov) the paper demonstrates that strong earthquake activity, seismic events with M≥6, exhibits a seasonal trend. This feature is the result of analyses of earthquake data for the N- and S- Earth Hemisphere in period 2010-2019. It can be shown also for single earthquake prone regions as well, like Japan, Eurasia, S-America.
Any seasonal effect suggests an external influence. In that regard, one can think also of a solar-terrestrial effect, that is suggested already in several studies (e.g M.Tavares, A.Azevedo, 2011; D.A.E. Vares, M.A.Persinger,2014; G.Duma, 2019). This assumption leads to the question: Which dynamic process can cause a trigger effect for strong earthquakes in the Earth's lithosphere.
In this study the intensity of solar flares and the resulting radiation, the solar wind, towards the Earth was taken into account. An appropriate parameter which has been regularity measured and reported for many decades and which reflects the intensity of solar radiation is the magnetic index Kp. It is measured at numerous geomagnetic observatories and describes the magnetic disturbances in nT within 3 hour intervals, respectively. Averages of all the measured 3-hour values are then published as Kp, therefore considered a planetary parameter (International Service of Geomagnetic Indices ISGI,France).
The temporal variations of strong earthquake activity over 10 years and their energy release was compared with the above mentioned index Kp. Actually, a distinct correlation between the two quantities, Kp and earthquake frequency, resulted in cases of different regions as well as globally. Another essential result of the study is that maxima of Kp preceed those of earthquake activity by about 60 to 80 days in most cases. The mechanism has not yet been modeled satisfactorily.
How to cite: Duma, G.: Strong earthquake activity influenced by solar flare intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3078, https://doi.org/10.5194/egusphere-egu21-3078, 2021.
EGU21-10939 | vPICO presentations | NH4.2
Ionosonde and satellite data analysis in relation to the M5.9 April 6, 2009 L’Aquila (Italy) earthquakeDario Sabbagh, Loredana Perrone, Angelo De Santis, Saioa A. Campuzano, Gianfranco Cianchini, Dedalo Marchetti, Martina Orlando, Alessandro Piscini, and Maurizio Soldani
A combined ground-satellite study of the ionospheric response to the preparation phase of the M5.9 crustal earthquake occurred in L’Aquila (Italy) on April 6, 2009 is here presented. Ionospheric anomalies based on ionosonde observations of the altitude and blanketing frequency of the E-sporadic (Es) layer (h’Es and fbEs, respectively) and of the critical frequency foF2 of the F2 layer are considered. For our analysis we make use of data from the Rome ionospheric observatory, located 90 km away from the earthquake epicentre, looking for anomalies up to a couple of months before the mainshock occurrence. Specifically, the variations for 2-3 hours of these parameters with respect to the past 27-day hourly running median are studied in relation to: (a) the ongoing geomagnetic activity during and several hours before the detection of the anomalies, as described by the values of the global ap and the auroral AE geomagnetic indices; (b) the earlier-obtained empirical relations for the seismic-ionospheric disturbances relating the earthquake magnitude with the epicentral distance and the anticipation time of the found anomalies. In addition, ionospheric anomalies in the electron density measured over the earthquake preparation region by the CHAllenging Minisatellite Payload (CHAMP) satellite at altitudes of about 320 km are studied in relation to the ionosonde-derived anomalies during the whole period preceding the mainshock occurrence.
How to cite: Sabbagh, D., Perrone, L., De Santis, A., Campuzano, S. A., Cianchini, G., Marchetti, D., Orlando, M., Piscini, A., and Soldani, M.: Ionosonde and satellite data analysis in relation to the M5.9 April 6, 2009 L’Aquila (Italy) earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10939, https://doi.org/10.5194/egusphere-egu21-10939, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
A combined ground-satellite study of the ionospheric response to the preparation phase of the M5.9 crustal earthquake occurred in L’Aquila (Italy) on April 6, 2009 is here presented. Ionospheric anomalies based on ionosonde observations of the altitude and blanketing frequency of the E-sporadic (Es) layer (h’Es and fbEs, respectively) and of the critical frequency foF2 of the F2 layer are considered. For our analysis we make use of data from the Rome ionospheric observatory, located 90 km away from the earthquake epicentre, looking for anomalies up to a couple of months before the mainshock occurrence. Specifically, the variations for 2-3 hours of these parameters with respect to the past 27-day hourly running median are studied in relation to: (a) the ongoing geomagnetic activity during and several hours before the detection of the anomalies, as described by the values of the global ap and the auroral AE geomagnetic indices; (b) the earlier-obtained empirical relations for the seismic-ionospheric disturbances relating the earthquake magnitude with the epicentral distance and the anticipation time of the found anomalies. In addition, ionospheric anomalies in the electron density measured over the earthquake preparation region by the CHAllenging Minisatellite Payload (CHAMP) satellite at altitudes of about 320 km are studied in relation to the ionosonde-derived anomalies during the whole period preceding the mainshock occurrence.
How to cite: Sabbagh, D., Perrone, L., De Santis, A., Campuzano, S. A., Cianchini, G., Marchetti, D., Orlando, M., Piscini, A., and Soldani, M.: Ionosonde and satellite data analysis in relation to the M5.9 April 6, 2009 L’Aquila (Italy) earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10939, https://doi.org/10.5194/egusphere-egu21-10939, 2021.
EGU21-15456 | vPICO presentations | NH4.2
A preliminary multiparametric and multi-satellite investigation of possible seismic precursors of Mw=7.7 Jamaica earthquake occurred on 28 January 2020Dedalo Marchetti, Kaiguang Zhu, Angelo De Santis, Xiaodan He, Alessandro Piscini, Saioa A. Campuzano, Gianfranco Cianchini, Domenico Di Mauro, Mengxuan Fan, Martina Orlando, Loredana Perrone, Dario Sabbagh, Xuhui Shen, Maurizio Soldani, Ting Wang, Jiami Wen, Zining Yu, Yiqun Zhang, and Zeren Zhima
On 28 January 2020 at 19:10 UTC an Mw 7.7 earthquake occurred in the Caribbean sea, very close to Jamaica Island. The event caused some damage to nearby buildings and a small tsunami of 0.11-meter height as recorded at George Town sea level station, Cayman Islands (USGS).
Although the seismic event occurred in an area mostly occupied by the sea, it would be interesting to investigate possible precursors by the so-called Lithosphere Atmosphere Ionosphere Coupling (LAIC) effects. Several theories support the existence of such type of phenomena basing on pure electromagnetic coupling (e.g. Freund, JAES 2011, Kuo et al., JGR, 2014), or by a chain of processes that starts with the release of some fluids and gas from the lithosphere that could produce an air ionisation and finally a thermal and electromagnetic phenomenon even in the ionosphere (e.g. Pulinets and Ouzounov, JAES 2011). Another possible coupling mechanism between lithosphere and ionosphere proposes the upward propagation of some acoustic gravity waves (e.g. Hayakawa, NHES, 2011).
From the empirical point of view, some authors of this paper have produced in last years evidence for atmospheric and ionospheric precursors (e.g. Marchetti et al., JAES 2020, Piscini et al., Pageoph 2017, Zhu et al. IEEE Access 2019). Statistically, it is proved that the ionosphere is perturbed before several earthquakes (De Santis et al., Scientific Reports 2019).
In this work we analyse the earthquake catalogue searching for an increase of the seismic activity, i.e. a seismic acceleration. . The investigation of a few atmospheric parameters (Aerosol, monoxide carbon and Dimetil Shulfide) does not show clear evidence for anomalies. The reason could be due to the sea location of the event, so the presence of the oceanic water can dilute eventual substances released under the sea at the fault level.
The ionosphere has been investigated by the ESA Swarm constellation and China Seismo Electromagnetic Satellite (CSES-01) placed in Low Earth Orbits (about 450 ÷ 500 km). These satellites are equipped among all with magnetometers and Langmuir Probes to monitor the Earth magnetic field and ionospheric plasma properties. CSES-01, in particular, is a satellite fully dedicated to search for earthquake precursors similarly it was DEMETER satellite. In this work, the extracted anomalies will be discussed with a deeper investigation of the external perturbation to the geomagnetic field by other satellites placed rather far from Earth surface (i.e. geostationary satellites and/or Lagrangian L1 point Sun observatories). In fact, we do not just want to provide evidence for earthquake precursory phenomena but also try to classify some of the anomalies. As it is very difficult (or even impossible) to directly associate an anomaly to an earthquake, we can proceed in a process by exclusion (. for example recognising some anomalies as produced by solar micropulsations or other external perturbations).
Finally, we would describe better the mechanism that produces a certain type of anomalies and so, with this further knowledge, it would be possible to extract some more reliable seismo-induced disturbances and perhaps one day even to predict an earthquake.
How to cite: Marchetti, D., Zhu, K., De Santis, A., He, X., Piscini, A., Campuzano, S. A., Cianchini, G., Di Mauro, D., Fan, M., Orlando, M., Perrone, L., Sabbagh, D., Shen, X., Soldani, M., Wang, T., Wen, J., Yu, Z., Zhang, Y., and Zhima, Z.: A preliminary multiparametric and multi-satellite investigation of possible seismic precursors of Mw=7.7 Jamaica earthquake occurred on 28 January 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15456, https://doi.org/10.5194/egusphere-egu21-15456, 2021.
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On 28 January 2020 at 19:10 UTC an Mw 7.7 earthquake occurred in the Caribbean sea, very close to Jamaica Island. The event caused some damage to nearby buildings and a small tsunami of 0.11-meter height as recorded at George Town sea level station, Cayman Islands (USGS).
Although the seismic event occurred in an area mostly occupied by the sea, it would be interesting to investigate possible precursors by the so-called Lithosphere Atmosphere Ionosphere Coupling (LAIC) effects. Several theories support the existence of such type of phenomena basing on pure electromagnetic coupling (e.g. Freund, JAES 2011, Kuo et al., JGR, 2014), or by a chain of processes that starts with the release of some fluids and gas from the lithosphere that could produce an air ionisation and finally a thermal and electromagnetic phenomenon even in the ionosphere (e.g. Pulinets and Ouzounov, JAES 2011). Another possible coupling mechanism between lithosphere and ionosphere proposes the upward propagation of some acoustic gravity waves (e.g. Hayakawa, NHES, 2011).
From the empirical point of view, some authors of this paper have produced in last years evidence for atmospheric and ionospheric precursors (e.g. Marchetti et al., JAES 2020, Piscini et al., Pageoph 2017, Zhu et al. IEEE Access 2019). Statistically, it is proved that the ionosphere is perturbed before several earthquakes (De Santis et al., Scientific Reports 2019).
In this work we analyse the earthquake catalogue searching for an increase of the seismic activity, i.e. a seismic acceleration. . The investigation of a few atmospheric parameters (Aerosol, monoxide carbon and Dimetil Shulfide) does not show clear evidence for anomalies. The reason could be due to the sea location of the event, so the presence of the oceanic water can dilute eventual substances released under the sea at the fault level.
The ionosphere has been investigated by the ESA Swarm constellation and China Seismo Electromagnetic Satellite (CSES-01) placed in Low Earth Orbits (about 450 ÷ 500 km). These satellites are equipped among all with magnetometers and Langmuir Probes to monitor the Earth magnetic field and ionospheric plasma properties. CSES-01, in particular, is a satellite fully dedicated to search for earthquake precursors similarly it was DEMETER satellite. In this work, the extracted anomalies will be discussed with a deeper investigation of the external perturbation to the geomagnetic field by other satellites placed rather far from Earth surface (i.e. geostationary satellites and/or Lagrangian L1 point Sun observatories). In fact, we do not just want to provide evidence for earthquake precursory phenomena but also try to classify some of the anomalies. As it is very difficult (or even impossible) to directly associate an anomaly to an earthquake, we can proceed in a process by exclusion (. for example recognising some anomalies as produced by solar micropulsations or other external perturbations).
Finally, we would describe better the mechanism that produces a certain type of anomalies and so, with this further knowledge, it would be possible to extract some more reliable seismo-induced disturbances and perhaps one day even to predict an earthquake.
How to cite: Marchetti, D., Zhu, K., De Santis, A., He, X., Piscini, A., Campuzano, S. A., Cianchini, G., Di Mauro, D., Fan, M., Orlando, M., Perrone, L., Sabbagh, D., Shen, X., Soldani, M., Wang, T., Wen, J., Yu, Z., Zhang, Y., and Zhima, Z.: A preliminary multiparametric and multi-satellite investigation of possible seismic precursors of Mw=7.7 Jamaica earthquake occurred on 28 January 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15456, https://doi.org/10.5194/egusphere-egu21-15456, 2021.
EGU21-13 | vPICO presentations | NH4.2
Magnetospheric-Ionospheric-Lithospheric coupling model. Observations during the August 5, 2018 Bayan EarthquakeMirko Piersanti, Massimo Materassi, Roberto Battiston, Vincenzo Carbone, Antonio Cicone, Giulia D'Angelo, Piero Diego, and Pietro Ubertini
The short-term prediction of earthquakes is an essential issue connected with human life protection and related social and economics matter. Recent papers have provided some evidence of the link between the lithosphere, lower atmosphere, and ionosphere, even though with marginal statistical evidence. The basic coupling hypothesized being via atmospheric gravity wave (AGW)/acoustic wave (AW) channel. In this work we analyse the scenario of the low latitude earthquake (Mw=6.9) occurred in Indonesia on August 5, 2018, through a multi-instrumental approach, using ground and satellites high quality data. As a result, we derive a new analytical lithospheric-atmospheric-ionospheric-magnetospheric coupling model with the aim to provide quantitative indicators to interpret the observations around 6 hours before and at the moment of the earthquake occurrence.
How to cite: Piersanti, M., Materassi, M., Battiston, R., Carbone, V., Cicone, A., D'Angelo, G., Diego, P., and Ubertini, P.: Magnetospheric-Ionospheric-Lithospheric coupling model. Observations during the August 5, 2018 Bayan Earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13, https://doi.org/10.5194/egusphere-egu21-13, 2021.
The short-term prediction of earthquakes is an essential issue connected with human life protection and related social and economics matter. Recent papers have provided some evidence of the link between the lithosphere, lower atmosphere, and ionosphere, even though with marginal statistical evidence. The basic coupling hypothesized being via atmospheric gravity wave (AGW)/acoustic wave (AW) channel. In this work we analyse the scenario of the low latitude earthquake (Mw=6.9) occurred in Indonesia on August 5, 2018, through a multi-instrumental approach, using ground and satellites high quality data. As a result, we derive a new analytical lithospheric-atmospheric-ionospheric-magnetospheric coupling model with the aim to provide quantitative indicators to interpret the observations around 6 hours before and at the moment of the earthquake occurrence.
How to cite: Piersanti, M., Materassi, M., Battiston, R., Carbone, V., Cicone, A., D'Angelo, G., Diego, P., and Ubertini, P.: Magnetospheric-Ionospheric-Lithospheric coupling model. Observations during the August 5, 2018 Bayan Earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13, https://doi.org/10.5194/egusphere-egu21-13, 2021.
EGU21-13730 | vPICO presentations | NH4.2
Long-term analysis of the Ionospheric-Total Electron Content (TEC) parameter for the detection of anomalous behaviours potentially related to seismic activityRoberto Colonna, Carolina Filizzola, Nicola Genzano, Mariano Lisi, Nicola Pergola, and Valerio Tramutoli
In recent decades, many advances have been made on the study of the complex processes involved in the preparatory phases of earthquakes. Over time, different types of parameters (chemical, physical, biological, etc.) have been proposed as indicators of variability potentially related to this process. Among these, space weather parameters are assuming an increasingly important role due to their possible connection to the occurrence of strong and imminent earthquakes. The variations of the Total Electron Content (TEC) have been investigated as an indicator of the ionospheric status potentially affected by earthquake related phenomena.
In order to discriminate TEC variations related to normal ionospheric cycle as well as to non-terrestrial forcing phenomena (both mostly dominated by the solar cycle and activity) a key role is played by an in-depth and systematic analysis of multi-year historical data series.
In this work, a multi-year (>20 years) dataset of TEC measurements recorded by the GPS satellite constellation, was analysed using a modified InterQuartile Range (IQR; Liu et al., 2004) method in order to identify anomalous TEC transients. A correlation analysis was performed with seismic events (M≥4) occurred in Italy in between 2000-2020 considering all the period both in presence and in absence of seismic events.
The results obtained are discussed and compared with the results achieved through an independent RST analysis (Robust Satellite Techniques; Tramutoli, 1998; 2007) carried out on the Earth’s Thermal Infrared Radiation (TIR) parameter.
Both methodologies, while using a different approach, aim to discriminate anomalous signals from normal fluctuations of the signal itself related to other causes (e.g. meteorological, geographical, etc.) independent on the earthquake occurrence.
The joint analysis of the results obtained by the two parameters, TEC and TIR, is carried out in order to evaluate how and to what extent a multi-parametric approach can improve (compared with a single parameter approach) Time-Dependent Assessment of Seismic Hazard (T-DASH; Genzano et al., 2020; 2021) in the short-medium term.
References
Genzano, N., C. Filizzola, M. Lisi, N. Pergola, and V. Tramutoli (2020), Toward the development of a multi parametric system for a short-term assessment of the seismic hazard in Italy, Ann. Geophys, 63, 5, PA550, doi:10.4401/ag-8227.
Genzano, N., C. Filizzola, K. Hattori, N. Pergola, and V. Tramutoli (2021), Statistical correlation analysis between thermal infrared anomalies observed from MTSATs and large earthquakes occurred in Japan (2005 - 2015), Journal of Geophysics Research – Solid Earth, doi: 10.1029/2020JB020108 (accepted).
Liu, J. Y., Chuo, Y. J., Shan, S. J., Tsai, Y. B., Chen, Y. I., Pulinets, S. A., and Yu, S. B. (2004): Pre-earthquake ionospheric anomalies registered by continuous GPS TEC measurements, Ann. Geophys., 22, 1585–1593, https://doi.org/10.5194/angeo-22-1585-2004.
Tramutoli, V. (1998), Robust AVHRR Techniques (RAT) for Environmental Monitoring: theory and applications, in Proceedings of SPIE, vol. 3496, edited by E. Zilioli, pp. 101–113, doi: 10.1117/12.332714
Tramutoli, V. (2007), Robust Satellite Techniques (RST) for Natural and Environmental Hazards Monitoring and Mitigation: Theory and Applications, in 2007 International Workshop on the Analysis of Multi-temporal Remote Sensing Images, pp. 1–6, IEEE. doi: 10.1109/MULTITEMP.2007.4293057
How to cite: Colonna, R., Filizzola, C., Genzano, N., Lisi, M., Pergola, N., and Tramutoli, V.: Long-term analysis of the Ionospheric-Total Electron Content (TEC) parameter for the detection of anomalous behaviours potentially related to seismic activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13730, https://doi.org/10.5194/egusphere-egu21-13730, 2021.
In recent decades, many advances have been made on the study of the complex processes involved in the preparatory phases of earthquakes. Over time, different types of parameters (chemical, physical, biological, etc.) have been proposed as indicators of variability potentially related to this process. Among these, space weather parameters are assuming an increasingly important role due to their possible connection to the occurrence of strong and imminent earthquakes. The variations of the Total Electron Content (TEC) have been investigated as an indicator of the ionospheric status potentially affected by earthquake related phenomena.
In order to discriminate TEC variations related to normal ionospheric cycle as well as to non-terrestrial forcing phenomena (both mostly dominated by the solar cycle and activity) a key role is played by an in-depth and systematic analysis of multi-year historical data series.
In this work, a multi-year (>20 years) dataset of TEC measurements recorded by the GPS satellite constellation, was analysed using a modified InterQuartile Range (IQR; Liu et al., 2004) method in order to identify anomalous TEC transients. A correlation analysis was performed with seismic events (M≥4) occurred in Italy in between 2000-2020 considering all the period both in presence and in absence of seismic events.
The results obtained are discussed and compared with the results achieved through an independent RST analysis (Robust Satellite Techniques; Tramutoli, 1998; 2007) carried out on the Earth’s Thermal Infrared Radiation (TIR) parameter.
Both methodologies, while using a different approach, aim to discriminate anomalous signals from normal fluctuations of the signal itself related to other causes (e.g. meteorological, geographical, etc.) independent on the earthquake occurrence.
The joint analysis of the results obtained by the two parameters, TEC and TIR, is carried out in order to evaluate how and to what extent a multi-parametric approach can improve (compared with a single parameter approach) Time-Dependent Assessment of Seismic Hazard (T-DASH; Genzano et al., 2020; 2021) in the short-medium term.
References
Genzano, N., C. Filizzola, M. Lisi, N. Pergola, and V. Tramutoli (2020), Toward the development of a multi parametric system for a short-term assessment of the seismic hazard in Italy, Ann. Geophys, 63, 5, PA550, doi:10.4401/ag-8227.
Genzano, N., C. Filizzola, K. Hattori, N. Pergola, and V. Tramutoli (2021), Statistical correlation analysis between thermal infrared anomalies observed from MTSATs and large earthquakes occurred in Japan (2005 - 2015), Journal of Geophysics Research – Solid Earth, doi: 10.1029/2020JB020108 (accepted).
Liu, J. Y., Chuo, Y. J., Shan, S. J., Tsai, Y. B., Chen, Y. I., Pulinets, S. A., and Yu, S. B. (2004): Pre-earthquake ionospheric anomalies registered by continuous GPS TEC measurements, Ann. Geophys., 22, 1585–1593, https://doi.org/10.5194/angeo-22-1585-2004.
Tramutoli, V. (1998), Robust AVHRR Techniques (RAT) for Environmental Monitoring: theory and applications, in Proceedings of SPIE, vol. 3496, edited by E. Zilioli, pp. 101–113, doi: 10.1117/12.332714
Tramutoli, V. (2007), Robust Satellite Techniques (RST) for Natural and Environmental Hazards Monitoring and Mitigation: Theory and Applications, in 2007 International Workshop on the Analysis of Multi-temporal Remote Sensing Images, pp. 1–6, IEEE. doi: 10.1109/MULTITEMP.2007.4293057
How to cite: Colonna, R., Filizzola, C., Genzano, N., Lisi, M., Pergola, N., and Tramutoli, V.: Long-term analysis of the Ionospheric-Total Electron Content (TEC) parameter for the detection of anomalous behaviours potentially related to seismic activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13730, https://doi.org/10.5194/egusphere-egu21-13730, 2021.
NH4.3 – Seismic hazard assessments and multi-risk disaster reduction
EGU21-3196 | vPICO presentations | NH4.3
Space-Time Dependent features of the Unified Scaling Law for Earthquakes in Northeastern ItalyAntonella Peresan and Anastasia Nekrasova
The space concept of the Unified Scaling Law for Earthquakes (USLE), which generalizes the Gutenberg-Richter relationship making use of the fractal distribution of earthquake sources in a seismic region, has been applied to seismicity in Northeastern Italy. In particular, the temporal variations of USLE coefficients have been investigated, with the aim to get new insights in the evolving dynamics of seismicity within different tectonic domains of Friuli-Venezia Giulia region (FVG) and its surroundings.
For this purpose, we resorted to the catalog compiled at the National Institute of Oceanography and Applied Geophysics (OGS), considering earthquakes occurred in the period 1995 – 2019, with epicenters within three sub-regions of the territory under investigation, delimited based on main geological and tectonic features (Bressan et al. 2018, J. Seismol. 22, 1563–1578). To quantify the observed variability of seismic dynamics, a multi-parametric analysis has been carried out for each sub-region by means of several moving averages, including: the inter-event time, τ; the cumulative Benioff strain release, Σ; the USLE control parameter, η and the USLE coefficients, estimated for moving six-years time intervals. The analysis evidenced that the USLE coefficients in FVG region are time-dependent and show up correlated (Nekrasova and Peresan 2021, Frontiers in Earth Science, 8, 624). Moreover, the dynamical features of the considered parameters in the three sub-regions highlighted a number of different seismic regimes; in particular, major changes in the parameters are associated to occurrence of the 12 April 1998 (M5.6) and the 12 July 2004 (M5.1) Kobarid (Slovenia) earthquakes within the corresponding sub-region.
The results obtained for seismicity in Northeastern Italy and surrounding areas confirm similar analysis performed on a global scale, in advance and after the largest earthquakes worldwide. In addition, the analysis evidenced the spatially heterogeneous and non-stationary features of seismicity, in agreement with results from independent analysis of background seismicity within the investigated territory (Benali et al. 2020, Stoch. Environ. Res. Risk. Assess. 34, 775–791), thus suggesting the opportunity of resorting to time-dependent models of earthquakes occurrence for improving local seismic hazard assessment.
How to cite: Peresan, A. and Nekrasova, A.: Space-Time Dependent features of the Unified Scaling Law for Earthquakes in Northeastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3196, https://doi.org/10.5194/egusphere-egu21-3196, 2021.
The space concept of the Unified Scaling Law for Earthquakes (USLE), which generalizes the Gutenberg-Richter relationship making use of the fractal distribution of earthquake sources in a seismic region, has been applied to seismicity in Northeastern Italy. In particular, the temporal variations of USLE coefficients have been investigated, with the aim to get new insights in the evolving dynamics of seismicity within different tectonic domains of Friuli-Venezia Giulia region (FVG) and its surroundings.
For this purpose, we resorted to the catalog compiled at the National Institute of Oceanography and Applied Geophysics (OGS), considering earthquakes occurred in the period 1995 – 2019, with epicenters within three sub-regions of the territory under investigation, delimited based on main geological and tectonic features (Bressan et al. 2018, J. Seismol. 22, 1563–1578). To quantify the observed variability of seismic dynamics, a multi-parametric analysis has been carried out for each sub-region by means of several moving averages, including: the inter-event time, τ; the cumulative Benioff strain release, Σ; the USLE control parameter, η and the USLE coefficients, estimated for moving six-years time intervals. The analysis evidenced that the USLE coefficients in FVG region are time-dependent and show up correlated (Nekrasova and Peresan 2021, Frontiers in Earth Science, 8, 624). Moreover, the dynamical features of the considered parameters in the three sub-regions highlighted a number of different seismic regimes; in particular, major changes in the parameters are associated to occurrence of the 12 April 1998 (M5.6) and the 12 July 2004 (M5.1) Kobarid (Slovenia) earthquakes within the corresponding sub-region.
The results obtained for seismicity in Northeastern Italy and surrounding areas confirm similar analysis performed on a global scale, in advance and after the largest earthquakes worldwide. In addition, the analysis evidenced the spatially heterogeneous and non-stationary features of seismicity, in agreement with results from independent analysis of background seismicity within the investigated territory (Benali et al. 2020, Stoch. Environ. Res. Risk. Assess. 34, 775–791), thus suggesting the opportunity of resorting to time-dependent models of earthquakes occurrence for improving local seismic hazard assessment.
How to cite: Peresan, A. and Nekrasova, A.: Space-Time Dependent features of the Unified Scaling Law for Earthquakes in Northeastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3196, https://doi.org/10.5194/egusphere-egu21-3196, 2021.
EGU21-11036 | vPICO presentations | NH4.3
Markov modulated Poisson processes for stochastic modelling of background seismicityElisa Varini, Antonella Peresan, and Amel Benali
We investigate the statistical properties of declustered catalogs as obtained from the application of two different data-driven declustering algorithms, namely the nearest-neighbor method and the stochastic declustering method (Benali et al., Stoch. Environ Res Risk Assess, 2020). The nearest-neighbor method partitions earthquakes into background and clustered components, based on nearest-neighbor distances between earthquakes in the space-time-magnitude domain (Zaliapin and Ben-Zion, J Geophys Res, 2013); the stochastic declustering method classifies earthquakes into background and clustered components through a probabilistic procedure based on the estimation of the space-time ETAS model (Zhuang et al., J Geophys Res, 2004).
Two Italian case studies are considered: North-Eastern Italy (data from OGS Bulletins) and Central Italy (data from ISIDe catalog). For both case studies, the time series of background seismicity are obtained from the two declustering methods. Then we investigate the general assumption according to which the temporal sequence of background seismicity is suitably modelled by the stationary Poisson model. For this purpose, several features and statistical tests are considered to verify the main properties that characterize Poisson processes (e.g. events are independent, exponential inter-arrival times, etc.).
Whenever the Poissonian hypothesis is rejected, we get evidence of certain heterogeneity in the background sequence, which leads us to rule out the simple Poisson process for background seismicity modeling. As a simple and more suitable alternative, we consider here the Markov Modulated Poisson Process (MMPP model), which allows the Poisson seismicity rate to change over time according to a finite (unknown) number of states of the system. The MMPP model turns out suitable for identifying and quantifying heterogeneities in background seismicity, as well as for comparing them against the two considered declustering algorithms.
How to cite: Varini, E., Peresan, A., and Benali, A.: Markov modulated Poisson processes for stochastic modelling of background seismicity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11036, https://doi.org/10.5194/egusphere-egu21-11036, 2021.
We investigate the statistical properties of declustered catalogs as obtained from the application of two different data-driven declustering algorithms, namely the nearest-neighbor method and the stochastic declustering method (Benali et al., Stoch. Environ Res Risk Assess, 2020). The nearest-neighbor method partitions earthquakes into background and clustered components, based on nearest-neighbor distances between earthquakes in the space-time-magnitude domain (Zaliapin and Ben-Zion, J Geophys Res, 2013); the stochastic declustering method classifies earthquakes into background and clustered components through a probabilistic procedure based on the estimation of the space-time ETAS model (Zhuang et al., J Geophys Res, 2004).
Two Italian case studies are considered: North-Eastern Italy (data from OGS Bulletins) and Central Italy (data from ISIDe catalog). For both case studies, the time series of background seismicity are obtained from the two declustering methods. Then we investigate the general assumption according to which the temporal sequence of background seismicity is suitably modelled by the stationary Poisson model. For this purpose, several features and statistical tests are considered to verify the main properties that characterize Poisson processes (e.g. events are independent, exponential inter-arrival times, etc.).
Whenever the Poissonian hypothesis is rejected, we get evidence of certain heterogeneity in the background sequence, which leads us to rule out the simple Poisson process for background seismicity modeling. As a simple and more suitable alternative, we consider here the Markov Modulated Poisson Process (MMPP model), which allows the Poisson seismicity rate to change over time according to a finite (unknown) number of states of the system. The MMPP model turns out suitable for identifying and quantifying heterogeneities in background seismicity, as well as for comparing them against the two considered declustering algorithms.
How to cite: Varini, E., Peresan, A., and Benali, A.: Markov modulated Poisson processes for stochastic modelling of background seismicity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11036, https://doi.org/10.5194/egusphere-egu21-11036, 2021.
EGU21-8157 | vPICO presentations | NH4.3
Exponential earthquake productivity lawPeter Shebalin, Sergey Baranov, Sofija Matochkina, and Kirill Krushelnitskiy
Mechanisms of stress transfer and probabilistic models have been widely investigated to explain earthquake clustering features. However, these approaches are still far from being able to link individual events and to determine the number of earthquakes caused by a single event. An alternative approach based on proximity functions allows to generate hierarchical clustering trees and to identify pairs of nearest-neighbours between consecutive levels of hierarchy. Then, the productivity of an earthquake is the number of events of the next level to which it is linked. To account for scale invariance in the triggering process we use a relative magnitude threshold ΔM. Recently it was shown that the relative productivity attached to each event is a random variable that follows an exponential distribution. The exponential rate of this distribution does not depend on the magnitude of triggering events and systematically decreases with depth. Here we test a hypothesis that this stochastic property of the earthquake productivity is a consequence of high spatial heterogeneity of the background event rates. The study was supported by Russian Science Foundation, project no. 20-17-00180.
How to cite: Shebalin, P., Baranov, S., Matochkina, S., and Krushelnitskiy, K.: Exponential earthquake productivity law, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8157, https://doi.org/10.5194/egusphere-egu21-8157, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Mechanisms of stress transfer and probabilistic models have been widely investigated to explain earthquake clustering features. However, these approaches are still far from being able to link individual events and to determine the number of earthquakes caused by a single event. An alternative approach based on proximity functions allows to generate hierarchical clustering trees and to identify pairs of nearest-neighbours between consecutive levels of hierarchy. Then, the productivity of an earthquake is the number of events of the next level to which it is linked. To account for scale invariance in the triggering process we use a relative magnitude threshold ΔM. Recently it was shown that the relative productivity attached to each event is a random variable that follows an exponential distribution. The exponential rate of this distribution does not depend on the magnitude of triggering events and systematically decreases with depth. Here we test a hypothesis that this stochastic property of the earthquake productivity is a consequence of high spatial heterogeneity of the background event rates. The study was supported by Russian Science Foundation, project no. 20-17-00180.
How to cite: Shebalin, P., Baranov, S., Matochkina, S., and Krushelnitskiy, K.: Exponential earthquake productivity law, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8157, https://doi.org/10.5194/egusphere-egu21-8157, 2021.
EGU21-14356 | vPICO presentations | NH4.3
New seismotectonic regionalization for Germany: comparison with existing regionalizationsThomas Spies, Tim Hahn, Jonas Kley, and Diethelm Kaiser
We have created a new seismotectonic regionalization for Germany including a 200 km zone around its borders, based on a new concept which initially processes geological information separately from modern seismicity. The identification of a region as a distinct seismotectonic unit is estimated from past deformation, not the present one as represented by earthquakes. This has been done by analyzing fault density and displacements separately for six time slices from 300 Ma to the Present. The final regionalization results from overlaying the six deformation intensity maps and contrasts regions that deformed either repeatedly or very strongly in the geological past with others that suffered very little deformation. The new regionalization is significantly different from existing regionalizations. The existing ones mostly relied on modern seismicity for defining areas while using geological contacts of varying type (surface traces of faults, but also erosional edges of stratigraphic units as represented on geological maps) to trace boundaries.
The new, geology-based regionalization comprises comparatively few regions. Ubiquitous small faults (cm- to m-displacements) in the geological record suggest that earthquakes of low magnitude can occur anywhere and need not be tied to large faults. Our regionalization concurs with earlier ones in identifying the Cenozoic rifts – Upper Rhine Graben, Lower Rhine Graben and Eger Rift – as zones of increased hazard. A 100-150 km wide, NW-SE-trending belt of intense Mesozoic deformation runs across northwestern and central Germany from the Emsland to the Erzgebirge where it bifurcates into two branches that continue along the borders of the Bohemian Massif. This belt coincides reasonably well with the relatively sparse earthquakes in central and northern Germany. The Tornquist Fault Zone running NW-SE from northern Denmark to Bornholm is another belt of increased past deformation and elevated seismic activity on the northeastern border of our region. Areas of particularly low past deformation comprise the Brabant Massif, the Rhenish Massif and Münsterland Basin east of the Lower Rhine Graben, the Alpine foreland south of the Danube river and the Bohemian Massif southeast of the Eger Rift. Earthquake clusters occurring in stable areas such as the Brabant Massif or the Swabian Jura highlight geologically unexpected events. They can be added to the regionalization as separate zones or accounted for via a logic tree. They should not be used to assign increased hazard to the larger regions of the geology-based regionalization.
How to cite: Spies, T., Hahn, T., Kley, J., and Kaiser, D.: New seismotectonic regionalization for Germany: comparison with existing regionalizations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14356, https://doi.org/10.5194/egusphere-egu21-14356, 2021.
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We have created a new seismotectonic regionalization for Germany including a 200 km zone around its borders, based on a new concept which initially processes geological information separately from modern seismicity. The identification of a region as a distinct seismotectonic unit is estimated from past deformation, not the present one as represented by earthquakes. This has been done by analyzing fault density and displacements separately for six time slices from 300 Ma to the Present. The final regionalization results from overlaying the six deformation intensity maps and contrasts regions that deformed either repeatedly or very strongly in the geological past with others that suffered very little deformation. The new regionalization is significantly different from existing regionalizations. The existing ones mostly relied on modern seismicity for defining areas while using geological contacts of varying type (surface traces of faults, but also erosional edges of stratigraphic units as represented on geological maps) to trace boundaries.
The new, geology-based regionalization comprises comparatively few regions. Ubiquitous small faults (cm- to m-displacements) in the geological record suggest that earthquakes of low magnitude can occur anywhere and need not be tied to large faults. Our regionalization concurs with earlier ones in identifying the Cenozoic rifts – Upper Rhine Graben, Lower Rhine Graben and Eger Rift – as zones of increased hazard. A 100-150 km wide, NW-SE-trending belt of intense Mesozoic deformation runs across northwestern and central Germany from the Emsland to the Erzgebirge where it bifurcates into two branches that continue along the borders of the Bohemian Massif. This belt coincides reasonably well with the relatively sparse earthquakes in central and northern Germany. The Tornquist Fault Zone running NW-SE from northern Denmark to Bornholm is another belt of increased past deformation and elevated seismic activity on the northeastern border of our region. Areas of particularly low past deformation comprise the Brabant Massif, the Rhenish Massif and Münsterland Basin east of the Lower Rhine Graben, the Alpine foreland south of the Danube river and the Bohemian Massif southeast of the Eger Rift. Earthquake clusters occurring in stable areas such as the Brabant Massif or the Swabian Jura highlight geologically unexpected events. They can be added to the regionalization as separate zones or accounted for via a logic tree. They should not be used to assign increased hazard to the larger regions of the geology-based regionalization.
How to cite: Spies, T., Hahn, T., Kley, J., and Kaiser, D.: New seismotectonic regionalization for Germany: comparison with existing regionalizations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14356, https://doi.org/10.5194/egusphere-egu21-14356, 2021.
EGU21-14411 | vPICO presentations | NH4.3
A combined fault- and catalog-based hazard assessment for Central Zagros, IranNima Dolatabadi, Nasrin Tavakolizadeh, Hamzeh Mohammadigheymasi, and Alessandro Valentini
The Zagros mountains is a tectonically active Arabian-Eurasian plate convergence zone. The convergence direction changes along the strike of the belt, results in oblique faulting in the North-Western Zagros (NWZ) and the prevalence of pure reverse faulting in the South-Eastern Zagros (SEZ). The two regions undergo different convergence rates, (4 ± 2 mm yr −1) in NWZ and (9 ± 2 mm yr −1) in SEZ. These differences is partially accommodated by right-lateral strike-slip faulting throughout the Central Zagros (CZ), resulting in catastrophic earthquakes like 1972 Mw = 6.7 Qir and 1934 Mw = 6.3 Kazerun. This study presents the Probabilistic Seismic Hazard Assessment (PSHA) for the CZ region by integrating fault sources and seismological data. The seismological catalog data consists of 6504 events (2.5 < Mw < 6.7) during 1925-2020 and was compiled from the International Seismological Center (ISC) and the Iranian Seismological Center (IRSC). The faults with the history of Mw > 5.5 or geometrical potential of producing such an event were modeled. A Truncated Gutenberg–Richter (TGR) Magnitude-Frequency Distribution (MFD) for a range of magnitudes (5.5 < Mw < Mmax ) is evaluated by processing the geometrical parameters and slip rate of each fault source using the FiSH code. The Mmax is computed for each source by combining various Mmax estimates based on the faults geometry and observed Mmax if it is available. The catalog data was modeled as a grid source. A unique set of seismic activity rate parameters (for Mw > 4) in each grid is obtained by applying a modified smoothed seismicity approach. More precisely, a penalized likelihood-based methodwas utilized for the spatial estimation of the b-values, and a weighted smoothing method was implemented to calculate the spatial distribution of the a-values. The catalog events with Mw > 5.5 were excluded to avoid duplicated hazard estimation (modified earthquake catalog). Compiling the source models, the hazard computations were performed using the OpenQuake Engine. The Peak Ground Acceleration (PGA) is computed for the Probability Of Exceedance (POE) of 10% over 50 years for distributed seismicity obtained by the full catalog, and an aggregated model of active faults and distributed seismicity with the modified earthquake catalog. The distributed model produces an approximately uniform PGA with a maximum value of 0.185 g over CZ, while the aggregated model accents the PGA in the vicinity of the faults the maximum of 0.319 g observed around the Kazerun fault. The results show the competence of aggregating fault-based and distributed seismicity hazard assessments for applying comprehensive PSHA studies.
How to cite: Dolatabadi, N., Tavakolizadeh, N., Mohammadigheymasi, H., and Valentini, A.: A combined fault- and catalog-based hazard assessment for Central Zagros, Iran, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14411, https://doi.org/10.5194/egusphere-egu21-14411, 2021.
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The Zagros mountains is a tectonically active Arabian-Eurasian plate convergence zone. The convergence direction changes along the strike of the belt, results in oblique faulting in the North-Western Zagros (NWZ) and the prevalence of pure reverse faulting in the South-Eastern Zagros (SEZ). The two regions undergo different convergence rates, (4 ± 2 mm yr −1) in NWZ and (9 ± 2 mm yr −1) in SEZ. These differences is partially accommodated by right-lateral strike-slip faulting throughout the Central Zagros (CZ), resulting in catastrophic earthquakes like 1972 Mw = 6.7 Qir and 1934 Mw = 6.3 Kazerun. This study presents the Probabilistic Seismic Hazard Assessment (PSHA) for the CZ region by integrating fault sources and seismological data. The seismological catalog data consists of 6504 events (2.5 < Mw < 6.7) during 1925-2020 and was compiled from the International Seismological Center (ISC) and the Iranian Seismological Center (IRSC). The faults with the history of Mw > 5.5 or geometrical potential of producing such an event were modeled. A Truncated Gutenberg–Richter (TGR) Magnitude-Frequency Distribution (MFD) for a range of magnitudes (5.5 < Mw < Mmax ) is evaluated by processing the geometrical parameters and slip rate of each fault source using the FiSH code. The Mmax is computed for each source by combining various Mmax estimates based on the faults geometry and observed Mmax if it is available. The catalog data was modeled as a grid source. A unique set of seismic activity rate parameters (for Mw > 4) in each grid is obtained by applying a modified smoothed seismicity approach. More precisely, a penalized likelihood-based methodwas utilized for the spatial estimation of the b-values, and a weighted smoothing method was implemented to calculate the spatial distribution of the a-values. The catalog events with Mw > 5.5 were excluded to avoid duplicated hazard estimation (modified earthquake catalog). Compiling the source models, the hazard computations were performed using the OpenQuake Engine. The Peak Ground Acceleration (PGA) is computed for the Probability Of Exceedance (POE) of 10% over 50 years for distributed seismicity obtained by the full catalog, and an aggregated model of active faults and distributed seismicity with the modified earthquake catalog. The distributed model produces an approximately uniform PGA with a maximum value of 0.185 g over CZ, while the aggregated model accents the PGA in the vicinity of the faults the maximum of 0.319 g observed around the Kazerun fault. The results show the competence of aggregating fault-based and distributed seismicity hazard assessments for applying comprehensive PSHA studies.
How to cite: Dolatabadi, N., Tavakolizadeh, N., Mohammadigheymasi, H., and Valentini, A.: A combined fault- and catalog-based hazard assessment for Central Zagros, Iran, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14411, https://doi.org/10.5194/egusphere-egu21-14411, 2021.
EGU21-1636 | vPICO presentations | NH4.3
Estimation of Source Parameters and their scaling relationship of small to moderate magnitude earthquakes for northeast IndiaProsanta Kumar Khan and Bandana Baruah
We investigate the source parameters of 87 local earthquakes (3.5 ≤ ML ≤ 5.0) that occurred in West Brahmaputra basin and its neighbouring area, using body wave displacement spectra. Seismic moment, corner frequency, source dimension and static stress drop are estimated using a grid search method based on the model of circular source. The measured seismic moments, corner frequency and moment magnitude ranges from to N-m, 0.7 to 12.1 and 3.0 to 4.8, respectively. The average ratio of corner frequency of P - and S - waves is 2.21. The scaling relationship of seismic moment against corner frequency is also studied for various tectonics regimes separately. Median stress drop values of individual earthquake vary from ~ 0.1 to 38.5 MPa, with an average value of about ~ 6 MPa. Spatial variation of stress drop observed for different tectonic unit reveals a higher stress drop values associated with West Brahmaputra basin, Shillong-Mikir plateau and Indo-Myanmar subduction zone suggesting a higher stress accumulation that may increase the probability of higher magnitude earthquake. The empirical relationship between ML and MW scale is also derived for hazard assessment.
How to cite: Khan, P. K. and Baruah, B.: Estimation of Source Parameters and their scaling relationship of small to moderate magnitude earthquakes for northeast India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1636, https://doi.org/10.5194/egusphere-egu21-1636, 2021.
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We investigate the source parameters of 87 local earthquakes (3.5 ≤ ML ≤ 5.0) that occurred in West Brahmaputra basin and its neighbouring area, using body wave displacement spectra. Seismic moment, corner frequency, source dimension and static stress drop are estimated using a grid search method based on the model of circular source. The measured seismic moments, corner frequency and moment magnitude ranges from to N-m, 0.7 to 12.1 and 3.0 to 4.8, respectively. The average ratio of corner frequency of P - and S - waves is 2.21. The scaling relationship of seismic moment against corner frequency is also studied for various tectonics regimes separately. Median stress drop values of individual earthquake vary from ~ 0.1 to 38.5 MPa, with an average value of about ~ 6 MPa. Spatial variation of stress drop observed for different tectonic unit reveals a higher stress drop values associated with West Brahmaputra basin, Shillong-Mikir plateau and Indo-Myanmar subduction zone suggesting a higher stress accumulation that may increase the probability of higher magnitude earthquake. The empirical relationship between ML and MW scale is also derived for hazard assessment.
How to cite: Khan, P. K. and Baruah, B.: Estimation of Source Parameters and their scaling relationship of small to moderate magnitude earthquakes for northeast India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1636, https://doi.org/10.5194/egusphere-egu21-1636, 2021.
EGU21-411 | vPICO presentations | NH4.3
Development and characterization of a seismic source model for the Jalisco-Colima-Michoacán region, Western MexicoJosé A. Peláez, Rashad Sawires, Miguel A. Santoyo, and Jesús Henares
The Mexican subduction zone, the Gulf of California spreading center, as well as the triple junction point around the Jalisco and the Michoacán Blocks, represents the most active seismogenic belts inducing seismic hazard in the Jalisco-Colima-Michoacán region. Herein, considering such seismotectonic setting, we have developed a new seismic source model for the surrounding of this zone to be used as an input to the assessment of the seismic hazard of the region.
This new model is based on revised Poissonian earthquake (1787-2018) and focal mechanism (1963-2015) catalogs, as well as crustal thickness data and all information about the geometry of the subducting slabs. The proposed model consists of a total of 37 area sources, comprising the three different possible categories of seismicity: shallow crustal, interface subduction, and inslab earthquakes. A special care was taken during the delimitation of the boundaries for each area source to ensure that they represent a relatively homogeneous seismotectonic region, and to include a relatively large number of earthquakes that enable us to compute, as reliable as possible, seismicity parameters.
Actually, the sources zones were delimited following the standard criteria of assessing a probabilistic seismic hazard, being characterized in terms of their seismicity parameters (annual rate of earthquakes above Mw 4.0, b-value, and maximum expected magnitude), mean seismogenic depth, as well as the predominant stress regime. The proposed seismic source model defines and characterizes regionalized potential seismic sources that can contribute to the seismic hazard at the Jalisco-Colima-Michoacán region, providing the necessary information for seismic hazard estimates.
How to cite: Peláez, J. A., Sawires, R., Santoyo, M. A., and Henares, J.: Development and characterization of a seismic source model for the Jalisco-Colima-Michoacán region, Western Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-411, https://doi.org/10.5194/egusphere-egu21-411, 2021.
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The Mexican subduction zone, the Gulf of California spreading center, as well as the triple junction point around the Jalisco and the Michoacán Blocks, represents the most active seismogenic belts inducing seismic hazard in the Jalisco-Colima-Michoacán region. Herein, considering such seismotectonic setting, we have developed a new seismic source model for the surrounding of this zone to be used as an input to the assessment of the seismic hazard of the region.
This new model is based on revised Poissonian earthquake (1787-2018) and focal mechanism (1963-2015) catalogs, as well as crustal thickness data and all information about the geometry of the subducting slabs. The proposed model consists of a total of 37 area sources, comprising the three different possible categories of seismicity: shallow crustal, interface subduction, and inslab earthquakes. A special care was taken during the delimitation of the boundaries for each area source to ensure that they represent a relatively homogeneous seismotectonic region, and to include a relatively large number of earthquakes that enable us to compute, as reliable as possible, seismicity parameters.
Actually, the sources zones were delimited following the standard criteria of assessing a probabilistic seismic hazard, being characterized in terms of their seismicity parameters (annual rate of earthquakes above Mw 4.0, b-value, and maximum expected magnitude), mean seismogenic depth, as well as the predominant stress regime. The proposed seismic source model defines and characterizes regionalized potential seismic sources that can contribute to the seismic hazard at the Jalisco-Colima-Michoacán region, providing the necessary information for seismic hazard estimates.
How to cite: Peláez, J. A., Sawires, R., Santoyo, M. A., and Henares, J.: Development and characterization of a seismic source model for the Jalisco-Colima-Michoacán region, Western Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-411, https://doi.org/10.5194/egusphere-egu21-411, 2021.
EGU21-8034 | vPICO presentations | NH4.3
Investigation of the stress parameter values for the stochastic simulation of shallow (h<45km) interface earthquakes of the southern Aegean Sea subduction zoneCharalampos Kkallas, Constantinos Papazachos, Basil Margaris, Ioannis Grendas, Nikos Theodoulidis, and Panagiotis Hatzidimitriou
In the present work, we examine the stress parameter values for the stochastic simulation modeling of shallow interface (h<45km) earthquakes in the southern Aegean Sea subduction zone. Using the extended-source model (EXSIM code), the stochastic stress parameter is estimated for several of these earthquakes, which are typically associated with thrust faulting. The assessment is performed using a Monte Carlo parametric search (non-linear optimization) of the stress parameter values, realized through an adapted neighborhood algorithm (Wathelet, 2008). In this approach, we estimate the stress parameter which minimizes the total root mean square (rms) misfit between observed and simulated Fourier Amplitude Spectra (FAS) for all records of each event available in the strong motion database. We also employ appropriate source and path parameters (e.g., moment magnitude, fault dimensions, high-frequency spectral attenuation, etc.), from previous works on strong-motion simulations, considering earthquakes in the range M4.4 to M6.6. For several recording stations, we employed site-specific transfer functions, derived from a generalized inversion of strong motion records, considering the seismic source and propagation path of the seismic events in terms of their frequency content (Drouet et al., 2008; Grendas et al., 2018). For the remaining stations, the assessment of site-effects on seismic motions was performed based on the Vs30 values available for all recording stations. Using these values, soil classes according to NEHRP (1994) have been assigned and we employed generic transfer functions for NEHRP site conditions A/B, C and D (together with the corresponding κ0 values), as these were available from previous work for Greece by several authors (Margaris and Boore, 1998, Margaris and Hatzidimitriou, 2002; Klimis et al., 1999, 2006). The final comparisons show that the FAS of the strong motion data can be adequately matched (in most cases) by the synthetic data from the EXSIM simulations, using stress parameter values less than 100bars. This value is quite different from results obtained for larger depth interface and inslab events of the Aegean Sea and Vrancea subduction zones (e.g., Sokolov et al., 2005; Kkallas et al., 2018), which show much larger stress parameters (>200bar) for M>6 events. These findings suggest that the event hypocentral depth is a critical factor regarding the observed stress parameter affecting accordingly the seismic hazard estimation. Strong Intermediate-depth events (h>45km) require large stress parameters, while shallow interface thrust events show rather similar stress parameter values with the typical shallow back-arc normal and strike-slip events of the Aegean region. This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme «Human Resources Development, Education and Lifelong Learning» in the context of the project “Reinforcement of Postdoctoral Researchers - 2nd Cycle” (MIS-5033021), implemented by the State Scholarships Foundation (ΙΚΥ).
How to cite: Kkallas, C., Papazachos, C., Margaris, B., Grendas, I., Theodoulidis, N., and Hatzidimitriou, P.: Investigation of the stress parameter values for the stochastic simulation of shallow (h<45km) interface earthquakes of the southern Aegean Sea subduction zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8034, https://doi.org/10.5194/egusphere-egu21-8034, 2021.
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In the present work, we examine the stress parameter values for the stochastic simulation modeling of shallow interface (h<45km) earthquakes in the southern Aegean Sea subduction zone. Using the extended-source model (EXSIM code), the stochastic stress parameter is estimated for several of these earthquakes, which are typically associated with thrust faulting. The assessment is performed using a Monte Carlo parametric search (non-linear optimization) of the stress parameter values, realized through an adapted neighborhood algorithm (Wathelet, 2008). In this approach, we estimate the stress parameter which minimizes the total root mean square (rms) misfit between observed and simulated Fourier Amplitude Spectra (FAS) for all records of each event available in the strong motion database. We also employ appropriate source and path parameters (e.g., moment magnitude, fault dimensions, high-frequency spectral attenuation, etc.), from previous works on strong-motion simulations, considering earthquakes in the range M4.4 to M6.6. For several recording stations, we employed site-specific transfer functions, derived from a generalized inversion of strong motion records, considering the seismic source and propagation path of the seismic events in terms of their frequency content (Drouet et al., 2008; Grendas et al., 2018). For the remaining stations, the assessment of site-effects on seismic motions was performed based on the Vs30 values available for all recording stations. Using these values, soil classes according to NEHRP (1994) have been assigned and we employed generic transfer functions for NEHRP site conditions A/B, C and D (together with the corresponding κ0 values), as these were available from previous work for Greece by several authors (Margaris and Boore, 1998, Margaris and Hatzidimitriou, 2002; Klimis et al., 1999, 2006). The final comparisons show that the FAS of the strong motion data can be adequately matched (in most cases) by the synthetic data from the EXSIM simulations, using stress parameter values less than 100bars. This value is quite different from results obtained for larger depth interface and inslab events of the Aegean Sea and Vrancea subduction zones (e.g., Sokolov et al., 2005; Kkallas et al., 2018), which show much larger stress parameters (>200bar) for M>6 events. These findings suggest that the event hypocentral depth is a critical factor regarding the observed stress parameter affecting accordingly the seismic hazard estimation. Strong Intermediate-depth events (h>45km) require large stress parameters, while shallow interface thrust events show rather similar stress parameter values with the typical shallow back-arc normal and strike-slip events of the Aegean region. This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme «Human Resources Development, Education and Lifelong Learning» in the context of the project “Reinforcement of Postdoctoral Researchers - 2nd Cycle” (MIS-5033021), implemented by the State Scholarships Foundation (ΙΚΥ).
How to cite: Kkallas, C., Papazachos, C., Margaris, B., Grendas, I., Theodoulidis, N., and Hatzidimitriou, P.: Investigation of the stress parameter values for the stochastic simulation of shallow (h<45km) interface earthquakes of the southern Aegean Sea subduction zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8034, https://doi.org/10.5194/egusphere-egu21-8034, 2021.
EGU21-12792 | vPICO presentations | NH4.3
Probability of distributed surface rupturing occurrence and displacement regression for dip-slip earthquakesFiia Nurminen, Francesco Visini, Stéphane Baize, Paolo Boncio, Bruno Pace, Oona Scotti, and Alessandro Valentini
Probabilistic fault displacement hazard analysis (PFDHA) estimates the probability of occurrence and the expected exceedance of on-fault (principal fault rupturing; PF) and off-fault (dist ributed rupturing; DR) surface displacement during an earthquake. Here we concent rate on off-fault rupturing on dip-slip earthquakes, and present an original probability model for the occurrence of DR and for the expected exceedance of displacement dist ribution based on an approach named “slicing” (an alternative to the “gridding” approach commonly used). The method is developed based on the compilation and reappraisal of surface ruptures from 32 historical crustal dip-slip earthquakes, with magnitudes ranging from Mw 4.9 to 7.9. A ranking scheme is applied to distinguish PF (rank 1) from simple DR (rank 2) and t riggered faulting (rank 3). Thus modellers can use prediction equations based on or excluding ruptures st rongly related to local st ructural setting depending on the site of concern. In the case of a st ructural setting at a site where large-scale bending (rank 21, 22) and pre-existing faults (rank 1.5, 3) is considered irrelevant, modelling can be performed considering only the unpredictable DR (rank 2). To minimize bias due to the incomplete nature of the database, we int roduce the “slicing” approach, which considers that the probability of having a surface rupture within slices parallel to the PF is homogeneous along the st rike of each slice. “Slicing” probabilities, computed as a function of magnitude of the earthquake and distance from the PF, are then combined with Monte Carlo simulations that model the dependence of the probability of occurrence of rupture and exceedance of displacement with the dimensions and position of the site of interest with respect to the PF. Finally, both probabilities are combined with existing predictive equations of exceedance of displacement on the PF to calculate fault-displacement hazard curves for sites of interest.
How to cite: Nurminen, F., Visini, F., Baize, S., Boncio, P., Pace, B., Scotti, O., and Valentini, A.: Probability of distributed surface rupturing occurrence and displacement regression for dip-slip earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12792, https://doi.org/10.5194/egusphere-egu21-12792, 2021.
Probabilistic fault displacement hazard analysis (PFDHA) estimates the probability of occurrence and the expected exceedance of on-fault (principal fault rupturing; PF) and off-fault (dist ributed rupturing; DR) surface displacement during an earthquake. Here we concent rate on off-fault rupturing on dip-slip earthquakes, and present an original probability model for the occurrence of DR and for the expected exceedance of displacement dist ribution based on an approach named “slicing” (an alternative to the “gridding” approach commonly used). The method is developed based on the compilation and reappraisal of surface ruptures from 32 historical crustal dip-slip earthquakes, with magnitudes ranging from Mw 4.9 to 7.9. A ranking scheme is applied to distinguish PF (rank 1) from simple DR (rank 2) and t riggered faulting (rank 3). Thus modellers can use prediction equations based on or excluding ruptures st rongly related to local st ructural setting depending on the site of concern. In the case of a st ructural setting at a site where large-scale bending (rank 21, 22) and pre-existing faults (rank 1.5, 3) is considered irrelevant, modelling can be performed considering only the unpredictable DR (rank 2). To minimize bias due to the incomplete nature of the database, we int roduce the “slicing” approach, which considers that the probability of having a surface rupture within slices parallel to the PF is homogeneous along the st rike of each slice. “Slicing” probabilities, computed as a function of magnitude of the earthquake and distance from the PF, are then combined with Monte Carlo simulations that model the dependence of the probability of occurrence of rupture and exceedance of displacement with the dimensions and position of the site of interest with respect to the PF. Finally, both probabilities are combined with existing predictive equations of exceedance of displacement on the PF to calculate fault-displacement hazard curves for sites of interest.
How to cite: Nurminen, F., Visini, F., Baize, S., Boncio, P., Pace, B., Scotti, O., and Valentini, A.: Probability of distributed surface rupturing occurrence and displacement regression for dip-slip earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12792, https://doi.org/10.5194/egusphere-egu21-12792, 2021.
EGU21-14182 | vPICO presentations | NH4.3
A new release of the SURE database of earthquake surface ruptures suited to Fault Displacement Hazard AnalysisStéphane Baize, Anna Maria Blumetti, Paolo Boncio, Francesca Romana Cinti, Riccardo Civico, Luca Guerrieri, and Fiia Nurminen
Fault displacement hazard assessment is based on empirical relationships derived from data of historical surface rupturing earthquakes. This approach is used for land use planning, sizing of lifelines or major sensitive infrastructures located in the proximity of active faults. These relationships provide the probability of occurrence of surface rupture and predict the amount of displacement, both for the main ruptures (principal) and for distributed ones appearing beyond.
Following the first version of the global database SURE 1.0 (Baize et al., 2019), we are continuing the effort to compile observations from well-documented historical and recent surface faulting events in order to feed and improve empirical relationships. The new SURE2.0 global database consolidates the previous version SURE 1.0 data, rejecting some poorly constrained cases, reviewing some cases already in, and adding well-documented new ones (e.g. Ridgecrest sequence, USA, 2019). In total, the SURE 2.0 database has 46 earthquakes, including 15 normal fault cases, 16 reverse fault cases and 15 strike-slip cases from 1872 to 2019. The magnitude range is from M4.9 to 7.9, with ruptures from 5 to 300 km long.
SURE 2.0 provides the geometric location and attribute information of rupture segments in a GIS environment and a spreadsheet reports the amplitude and characteristics of deformation, including data sources and its eventual geometric refinement during analysis. In this new version, we completed an essential task to derive attenuation relationships, by classifying each rupture segment and each slip measurement point, using a ranking scheme based on the pattern and amplitude of the observed rupture traces, and considering the structural context and the long-term geomorphology. This distinguishes the principal rupture (class 1), which is the main surface expression of the source of the earthquake. Typically, in the siting study, this class is assigned to the identified active fault. Class 2 features (distributed ruptures) are characterized by shorter lengths and smaller displacements that appear randomly close and around the main rupture. We introduced the distributed main fracture category (class 1.5), which corresponds to the relatively long minor fractures recognized on cumulative structures secondary to the main fault. Class 3 represents triggered slip evidences on remote active faults, clearly not connected with the earthquake causative fault (sympathetic ruptures).
As was done with reverse fault cases (Nurminen et al., 2020), this new SURE 2.0 version will be used to derive probabilities associated with the rupture distribution during any type of earthquake.
How to cite: Baize, S., Blumetti, A. M., Boncio, P., Cinti, F. R., Civico, R., Guerrieri, L., and Nurminen, F.: A new release of the SURE database of earthquake surface ruptures suited to Fault Displacement Hazard Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14182, https://doi.org/10.5194/egusphere-egu21-14182, 2021.
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Fault displacement hazard assessment is based on empirical relationships derived from data of historical surface rupturing earthquakes. This approach is used for land use planning, sizing of lifelines or major sensitive infrastructures located in the proximity of active faults. These relationships provide the probability of occurrence of surface rupture and predict the amount of displacement, both for the main ruptures (principal) and for distributed ones appearing beyond.
Following the first version of the global database SURE 1.0 (Baize et al., 2019), we are continuing the effort to compile observations from well-documented historical and recent surface faulting events in order to feed and improve empirical relationships. The new SURE2.0 global database consolidates the previous version SURE 1.0 data, rejecting some poorly constrained cases, reviewing some cases already in, and adding well-documented new ones (e.g. Ridgecrest sequence, USA, 2019). In total, the SURE 2.0 database has 46 earthquakes, including 15 normal fault cases, 16 reverse fault cases and 15 strike-slip cases from 1872 to 2019. The magnitude range is from M4.9 to 7.9, with ruptures from 5 to 300 km long.
SURE 2.0 provides the geometric location and attribute information of rupture segments in a GIS environment and a spreadsheet reports the amplitude and characteristics of deformation, including data sources and its eventual geometric refinement during analysis. In this new version, we completed an essential task to derive attenuation relationships, by classifying each rupture segment and each slip measurement point, using a ranking scheme based on the pattern and amplitude of the observed rupture traces, and considering the structural context and the long-term geomorphology. This distinguishes the principal rupture (class 1), which is the main surface expression of the source of the earthquake. Typically, in the siting study, this class is assigned to the identified active fault. Class 2 features (distributed ruptures) are characterized by shorter lengths and smaller displacements that appear randomly close and around the main rupture. We introduced the distributed main fracture category (class 1.5), which corresponds to the relatively long minor fractures recognized on cumulative structures secondary to the main fault. Class 3 represents triggered slip evidences on remote active faults, clearly not connected with the earthquake causative fault (sympathetic ruptures).
As was done with reverse fault cases (Nurminen et al., 2020), this new SURE 2.0 version will be used to derive probabilities associated with the rupture distribution during any type of earthquake.
How to cite: Baize, S., Blumetti, A. M., Boncio, P., Cinti, F. R., Civico, R., Guerrieri, L., and Nurminen, F.: A new release of the SURE database of earthquake surface ruptures suited to Fault Displacement Hazard Analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14182, https://doi.org/10.5194/egusphere-egu21-14182, 2021.
EGU21-6254 | vPICO presentations | NH4.3
Seismic hazard and risks for social and infrastructure exposures adjacent to the Baikal–Amur MainlineVladimir Kossobokov and Anastasia Nekrasova
Seismic hazard assessment requires an adequate understanding the earthquake distribution in magnitude, space, and time ranges. Laking data for a period of several thousand years makes probabilistic approach to estimating the recurrence time of hazardous ground shaking unreliable and misleading. In spite of theoretical flaws and actual failures on practice, the probabilistic seismic hazard assessment (PSHA) maps keep being actively used both at global and national scales. In recent decades, alternative methodologies have been developed to improve the reliability and accuracy of reproducible seismic hazard maps that pass intensive testing by historical evidence and realistic modelling of scenario earthquakes. In particular, the neo-deterministic seismic hazard assessment (NDSHA) confirms providing reliable and effective input for mitigating object-oriented earthquake risks. The unified scaling law for earthquakes (USLE) is a basic part of NDSHA that generalizes application of the Gutenberg-Richter law (G-RL). The USLE states that the logarithm of expected annual number of earthquakes of magnitude M in an area of linear size L within the magnitude range [M– , M+] follows the relationship log N(M, L) = A + B×(5 − M) + C×log L, where A, B, and C are constants. Naturally, A and B are analogous to the classical a- and b-values, while C compliments to G-RL with the estimate of local fractal dimension of earthquake epicentres allowing for realistic rescaling seismic hazard to the size of exposure at risk. USLE implies that the maximum magnitude MX expected with p% chance in T years can be obtained from N(MX, L) = p%, then used for estimating and mapping ground shaking parameters by means of the NDSHA algorithms. So far, the reliable USLE based seismic hazard maps tested by historical evidence have been plotted for a number of regions worldwide. We present the USLE based maps of MX computed at earthquake-prone cells of a regular grid, as well as the adapted NDSHA estimates of seismic hazard and risks for social and infrastructure exposures in the regions adjacent to the Russian Federation Baikal–Amur Mainline. The study supported by the Russian Science Foundation Grant No. 20-17-00180.
How to cite: Kossobokov, V. and Nekrasova, A.: Seismic hazard and risks for social and infrastructure exposures adjacent to the Baikal–Amur Mainline, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6254, https://doi.org/10.5194/egusphere-egu21-6254, 2021.
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Seismic hazard assessment requires an adequate understanding the earthquake distribution in magnitude, space, and time ranges. Laking data for a period of several thousand years makes probabilistic approach to estimating the recurrence time of hazardous ground shaking unreliable and misleading. In spite of theoretical flaws and actual failures on practice, the probabilistic seismic hazard assessment (PSHA) maps keep being actively used both at global and national scales. In recent decades, alternative methodologies have been developed to improve the reliability and accuracy of reproducible seismic hazard maps that pass intensive testing by historical evidence and realistic modelling of scenario earthquakes. In particular, the neo-deterministic seismic hazard assessment (NDSHA) confirms providing reliable and effective input for mitigating object-oriented earthquake risks. The unified scaling law for earthquakes (USLE) is a basic part of NDSHA that generalizes application of the Gutenberg-Richter law (G-RL). The USLE states that the logarithm of expected annual number of earthquakes of magnitude M in an area of linear size L within the magnitude range [M– , M+] follows the relationship log N(M, L) = A + B×(5 − M) + C×log L, where A, B, and C are constants. Naturally, A and B are analogous to the classical a- and b-values, while C compliments to G-RL with the estimate of local fractal dimension of earthquake epicentres allowing for realistic rescaling seismic hazard to the size of exposure at risk. USLE implies that the maximum magnitude MX expected with p% chance in T years can be obtained from N(MX, L) = p%, then used for estimating and mapping ground shaking parameters by means of the NDSHA algorithms. So far, the reliable USLE based seismic hazard maps tested by historical evidence have been plotted for a number of regions worldwide. We present the USLE based maps of MX computed at earthquake-prone cells of a regular grid, as well as the adapted NDSHA estimates of seismic hazard and risks for social and infrastructure exposures in the regions adjacent to the Russian Federation Baikal–Amur Mainline. The study supported by the Russian Science Foundation Grant No. 20-17-00180.
How to cite: Kossobokov, V. and Nekrasova, A.: Seismic hazard and risks for social and infrastructure exposures adjacent to the Baikal–Amur Mainline, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6254, https://doi.org/10.5194/egusphere-egu21-6254, 2021.
EGU21-7967 | vPICO presentations | NH4.3
Identifying the main factors that control Probabilistic Seismic Hazard Assessment (PSHA) in the Aegean area: Results from OFAT (One Factor at A Time) analysisAthanasia Kerkenou, Constantinos Papazachos, Basil Margaris, and Christos Papaioannou
The broader Aegean area is one of the highest seismicity regions in Europe, with almost half of the European seismicity released in this region, often with damaging mainshocks, such as the recent M7.0 Samos event. While several Probabilistic Seismic Hazard Assessment (PSHA) studies have been performed for this area, an attempt to quantify the main factors controlling PSHA has not been performed. To study the effect that each input factor (seismic source model, GMPE, seismicity parameters, etc.) has on the seismic hazard calculations, an OFAT (One Factor at A Time) analysis has been conducted. For this analysis we considered two standard peak ground motion parameters, PGA and PGV, for a typical PSHA scenario, namely 10% probability of exceedance for a mean return period of 50 years (equivalent to a 476 yr return period). For the analysis the following factors were considered: a) Four (4) seismicity area-type source models for the broader Aegean area (Papazachos, 1990; Papaioannou and Papazachos, 2000; Woessner et al., 2015; Vamvakaris et al., 2016), as well as various uncertainties for the associated G-R seismicity parameters and active fault geometries of each seismic source, b) ten (10) Ground Motion Prediction Equations (GMPEs), which contain four NGA-West2 (Abrahamson et al., 2014; Boore et al., 2014; Campbell and Bozorgnia, 2014; Chiou and Youngs, 2014), two European (Bindi et al., 2011; Cauzzi and Faccioli, 2008) and four “Greek” (Theodulidis and Papazachos, 1992; Skarlatoudis et al., 2003; Danciu and Tselentis, 2007; Chousianitis et al., 2018) equations, as well as a variable number of sigma for each equation and, c) the minimum (Mmin) and maximum (Mmax) source magnitude of each seismic source. Tornado diagrams (Howard, 1988) were generated for 42 selected sites of seismological interest that span the study area, allowing to explore the extent of each factor’s effect on the PSHA results. The sensitivity analysis results suggest that the GMPE selection, as well as uncertainties in the G-R parameters a and b are the most critical factors, significantly affecting the PGA/PGV levels for all sites. They also reveal a strong correlation of PSHA sensitivity with other seismicity parameters. For example, the employed source model and Mmax play a more critical role for regions of low seismicity, while the least important factor is the selected Mmin. The spatial distribution of the PSHA sensitivity on the various factors considered was also examined through the generation of several maps, exposing regions of high and of low PSHA uncertainty. The results can be efficiently employed by scientists and engineers in order to focus research and application efforts for a targeted uncertainty minimization of the most critical factors (which may not be the same for all sub-regions of the examined Aegean area), as well as to evaluate the reliability and uncertainty of the current PSHA estimates that are employed in seismic design.
How to cite: Kerkenou, A., Papazachos, C., Margaris, B., and Papaioannou, C.: Identifying the main factors that control Probabilistic Seismic Hazard Assessment (PSHA) in the Aegean area: Results from OFAT (One Factor at A Time) analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7967, https://doi.org/10.5194/egusphere-egu21-7967, 2021.
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The broader Aegean area is one of the highest seismicity regions in Europe, with almost half of the European seismicity released in this region, often with damaging mainshocks, such as the recent M7.0 Samos event. While several Probabilistic Seismic Hazard Assessment (PSHA) studies have been performed for this area, an attempt to quantify the main factors controlling PSHA has not been performed. To study the effect that each input factor (seismic source model, GMPE, seismicity parameters, etc.) has on the seismic hazard calculations, an OFAT (One Factor at A Time) analysis has been conducted. For this analysis we considered two standard peak ground motion parameters, PGA and PGV, for a typical PSHA scenario, namely 10% probability of exceedance for a mean return period of 50 years (equivalent to a 476 yr return period). For the analysis the following factors were considered: a) Four (4) seismicity area-type source models for the broader Aegean area (Papazachos, 1990; Papaioannou and Papazachos, 2000; Woessner et al., 2015; Vamvakaris et al., 2016), as well as various uncertainties for the associated G-R seismicity parameters and active fault geometries of each seismic source, b) ten (10) Ground Motion Prediction Equations (GMPEs), which contain four NGA-West2 (Abrahamson et al., 2014; Boore et al., 2014; Campbell and Bozorgnia, 2014; Chiou and Youngs, 2014), two European (Bindi et al., 2011; Cauzzi and Faccioli, 2008) and four “Greek” (Theodulidis and Papazachos, 1992; Skarlatoudis et al., 2003; Danciu and Tselentis, 2007; Chousianitis et al., 2018) equations, as well as a variable number of sigma for each equation and, c) the minimum (Mmin) and maximum (Mmax) source magnitude of each seismic source. Tornado diagrams (Howard, 1988) were generated for 42 selected sites of seismological interest that span the study area, allowing to explore the extent of each factor’s effect on the PSHA results. The sensitivity analysis results suggest that the GMPE selection, as well as uncertainties in the G-R parameters a and b are the most critical factors, significantly affecting the PGA/PGV levels for all sites. They also reveal a strong correlation of PSHA sensitivity with other seismicity parameters. For example, the employed source model and Mmax play a more critical role for regions of low seismicity, while the least important factor is the selected Mmin. The spatial distribution of the PSHA sensitivity on the various factors considered was also examined through the generation of several maps, exposing regions of high and of low PSHA uncertainty. The results can be efficiently employed by scientists and engineers in order to focus research and application efforts for a targeted uncertainty minimization of the most critical factors (which may not be the same for all sub-regions of the examined Aegean area), as well as to evaluate the reliability and uncertainty of the current PSHA estimates that are employed in seismic design.
How to cite: Kerkenou, A., Papazachos, C., Margaris, B., and Papaioannou, C.: Identifying the main factors that control Probabilistic Seismic Hazard Assessment (PSHA) in the Aegean area: Results from OFAT (One Factor at A Time) analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7967, https://doi.org/10.5194/egusphere-egu21-7967, 2021.
EGU21-6633 | vPICO presentations | NH4.3
Probabilistic seismic hazard maps for California do not perform better relative to historical shaking data when site-specific VS30 is consideredMolly Gallahue, Leah Salditch, Madeleine Lucas, James Neely, Susan Hough, Seth Stein, Norman Abrahamson, and Tessa Williams
Probabilistic seismic hazard assessments forecast levels of earthquake shaking that should be exceeded with only a certain probability over a given period of time are important for earthquake hazard mitigation. These rely on assumptions about when and where earthquakes will occur, their size, and the resulting shaking as a function of distance as described by ground-motion models (GMMs) that cover broad geologic regions. Seismic hazard maps are used to develop building codes.
To explore the robustness of maps’ shaking forecasts, we consider how maps hindcast past shaking. We have compiled the California Historical Intensity Mapping Project (CHIMP) dataset of the maximum observed seismic intensity of shaking from the largest Californian earthquakes over the past 162 years. Previous comparisons between the maps for a constant VS30 (shear-wave velcoity in the top 30 m of soil) of 760 m/s and CHIMP based on several metrics suggested that current maps overpredict shaking.
The differences between the VS30 at the CHIMP sites and the reference value of 760 m/s could amplify or deamplify the ground motions relative to the mapped values. We evaluate whether the VS30 at the CHIMP sites could cause a possible bias in the models. By comparison with the intensity data in CHIMP, we find that using site-specific VS30 does not improve map performance, because the site corrections cause only minor differences from the original 2018 USGS hazard maps at the short periods (high frequencies) relevant to peak ground acceleration and hence MMI. The minimal differences reflect the fact that the nonlinear deamplification due to increased soil damping largely offsets the linear amplification due to low VS30. The net effects will be larger for longer periods relevant to tall buildings, where net amplification occurs.
Possible reasons for this discrepancy include limitations of the dataset, a bias in the hazard models, an over-estimation of the aleatory variability of the ground motion or that seismicity throughout the historical period has been lower than the long-term average, perhaps by chance due to the variability of earthquake recurrence. Resolving this discrepancy, which is also observed in Italy and Japan, could improve the performance of seismic hazard maps and thus earthquake safety for California and, by extension, worldwide. We also explore whether new nonergodic GMMs, with reduced aleatory variability, perform better than presently used ergodic GMMs compared to historical data.
How to cite: Gallahue, M., Salditch, L., Lucas, M., Neely, J., Hough, S., Stein, S., Abrahamson, N., and Williams, T.: Probabilistic seismic hazard maps for California do not perform better relative to historical shaking data when site-specific VS30 is considered, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6633, https://doi.org/10.5194/egusphere-egu21-6633, 2021.
Probabilistic seismic hazard assessments forecast levels of earthquake shaking that should be exceeded with only a certain probability over a given period of time are important for earthquake hazard mitigation. These rely on assumptions about when and where earthquakes will occur, their size, and the resulting shaking as a function of distance as described by ground-motion models (GMMs) that cover broad geologic regions. Seismic hazard maps are used to develop building codes.
To explore the robustness of maps’ shaking forecasts, we consider how maps hindcast past shaking. We have compiled the California Historical Intensity Mapping Project (CHIMP) dataset of the maximum observed seismic intensity of shaking from the largest Californian earthquakes over the past 162 years. Previous comparisons between the maps for a constant VS30 (shear-wave velcoity in the top 30 m of soil) of 760 m/s and CHIMP based on several metrics suggested that current maps overpredict shaking.
The differences between the VS30 at the CHIMP sites and the reference value of 760 m/s could amplify or deamplify the ground motions relative to the mapped values. We evaluate whether the VS30 at the CHIMP sites could cause a possible bias in the models. By comparison with the intensity data in CHIMP, we find that using site-specific VS30 does not improve map performance, because the site corrections cause only minor differences from the original 2018 USGS hazard maps at the short periods (high frequencies) relevant to peak ground acceleration and hence MMI. The minimal differences reflect the fact that the nonlinear deamplification due to increased soil damping largely offsets the linear amplification due to low VS30. The net effects will be larger for longer periods relevant to tall buildings, where net amplification occurs.
Possible reasons for this discrepancy include limitations of the dataset, a bias in the hazard models, an over-estimation of the aleatory variability of the ground motion or that seismicity throughout the historical period has been lower than the long-term average, perhaps by chance due to the variability of earthquake recurrence. Resolving this discrepancy, which is also observed in Italy and Japan, could improve the performance of seismic hazard maps and thus earthquake safety for California and, by extension, worldwide. We also explore whether new nonergodic GMMs, with reduced aleatory variability, perform better than presently used ergodic GMMs compared to historical data.
How to cite: Gallahue, M., Salditch, L., Lucas, M., Neely, J., Hough, S., Stein, S., Abrahamson, N., and Williams, T.: Probabilistic seismic hazard maps for California do not perform better relative to historical shaking data when site-specific VS30 is considered, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6633, https://doi.org/10.5194/egusphere-egu21-6633, 2021.
EGU21-12450 | vPICO presentations | NH4.3
Do PSHA maps overpredict or are there shaking deficits in the historic record?Leah Salditch and Seth Stein
Probabilistic Seismic Hazard Assessment (PSHA) attempts to forecast the fraction of sites on a hazard map where ground shaking will exceed the mapped value within some time period. Because the maps are probabilistic forecasts, they explicitly assume that shaking will exceed the mapped value some of the time. At a point on a PSHA map, the probability p that during t years of observations shaking will exceed the value on a map with a T-year return period is assumed to be described by the exponential cumulative density function: p = 1 – exp(-t/T). The fraction of sites, f, where observed shaking exceeds the mapped value should behave the same way. To assess the 2018 USGS National Seismic Hazard Model maps for California, we created the California Historical Intensity Mapping Project (CHIMP), a 162-yr long dataset that combines and consistently reinterprets seismic intensity information that has been stored in disparate and sometimes hard-to-access locations (Salditch et al., 2020). We use two performance metrics; M0 based on the fraction of sites where modeled ground motion is exceeded, and M1 based on of the difference between the mapped and observed ground motion at all sites. M0 is implicit in PSHA because it measures the difference between the predicted and observed fraction of site exceedances and is therefore a key indicator of map performance.
We explore these metrics for CHIMP. Assuming the dataset to be correct, it appears that the hazard maps overpredicted shaking even correcting for the time period involved. Assuming the model is also correct, a shaking deficit exists between the model and observations. Possible reasons for this apparent overprediction/shaking deficit include: 1) the observations in CHIMP are biased low; 2) the observation period has been less seismically active than typical – either by chance or temporal variability due to stress shadow effects; 3) the model overpredicts due to either the earthquake rupture forecast or the ground motion models. Similar overpredictions appear for past shaking data in Italy, Japan, and Nepal, implying that seismic hazards are often overestimated. Whether this reflects too-high models and/or biased data remains an important question.
How to cite: Salditch, L. and Stein, S.: Do PSHA maps overpredict or are there shaking deficits in the historic record?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12450, https://doi.org/10.5194/egusphere-egu21-12450, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Probabilistic Seismic Hazard Assessment (PSHA) attempts to forecast the fraction of sites on a hazard map where ground shaking will exceed the mapped value within some time period. Because the maps are probabilistic forecasts, they explicitly assume that shaking will exceed the mapped value some of the time. At a point on a PSHA map, the probability p that during t years of observations shaking will exceed the value on a map with a T-year return period is assumed to be described by the exponential cumulative density function: p = 1 – exp(-t/T). The fraction of sites, f, where observed shaking exceeds the mapped value should behave the same way. To assess the 2018 USGS National Seismic Hazard Model maps for California, we created the California Historical Intensity Mapping Project (CHIMP), a 162-yr long dataset that combines and consistently reinterprets seismic intensity information that has been stored in disparate and sometimes hard-to-access locations (Salditch et al., 2020). We use two performance metrics; M0 based on the fraction of sites where modeled ground motion is exceeded, and M1 based on of the difference between the mapped and observed ground motion at all sites. M0 is implicit in PSHA because it measures the difference between the predicted and observed fraction of site exceedances and is therefore a key indicator of map performance.
We explore these metrics for CHIMP. Assuming the dataset to be correct, it appears that the hazard maps overpredicted shaking even correcting for the time period involved. Assuming the model is also correct, a shaking deficit exists between the model and observations. Possible reasons for this apparent overprediction/shaking deficit include: 1) the observations in CHIMP are biased low; 2) the observation period has been less seismically active than typical – either by chance or temporal variability due to stress shadow effects; 3) the model overpredicts due to either the earthquake rupture forecast or the ground motion models. Similar overpredictions appear for past shaking data in Italy, Japan, and Nepal, implying that seismic hazards are often overestimated. Whether this reflects too-high models and/or biased data remains an important question.
How to cite: Salditch, L. and Stein, S.: Do PSHA maps overpredict or are there shaking deficits in the historic record?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12450, https://doi.org/10.5194/egusphere-egu21-12450, 2021.
EGU21-16369 | vPICO presentations | NH4.3
Analysis of factors affecting the Spatial Distribution of co-seismic landslides triggered by the 2011 (Mw 6.9) Sikkim earthquakeSaurav Kumar and Sengupta Aniruddha
The Himalayan region is known as an earthquake-triggered landslides prone area. It is characterized by high seismicity, large relative relief, steep slopes, and dense precipitation. These seismically triggered landslides are likely to affect substantial societal impacts, including loss of life, damage to houses, public buildings, various lifeline structures like highways, railways tracks, etc. Further, they obstruct post-earthquake emergency response efforts. A past study by Martha et al. 2014 reported that an earthquake of Mw 6.9 in 2011 triggered 1196 landslides in Sikkim which is a part of the eastern Himalayas. The slope failure events are controlled by several factors, which can be grouped into four main classes: seismology, topography, lithology, and hydrology. Each class contains several sub-factors. Having in-depth knowledge of these factors and their influence on the density of landslide events in the affected area due to the 2011 Sikkim earthquake is essential to realize the level of threat of co-seismic landslide due to future earthquakes. Eight landslide controlling factors is considered in this analysis including peak ground acceleration (PGA), slope, aspect, elevation, curvature, lithology, distance from rivers, and topographic wetness index (TWI). Further, the frequency ratio model using the GIS framework is applied to evaluate the contribution of each landslide controlling factor to landslide occurrence. Scatter plots between the number of landslides per km2 (LN) and percentage of landslide area (LA) and causative factors indicate that distance from the river, slope angle, and PGA are the dominant factors that control the landslides. The results of the above analysis showed that the majority of co-seismic landslides occurred at slope >30°, preferably in East, Southeast, and South directions and near river within a distance of 1500 m. The detailed study of interactions among these factors can improve the understanding of the mechanisms of co-seismic landslide occurrence in Sikkim and will be useful for producing a co-seismic landslide susceptibility map of the area.
How to cite: Kumar, S. and Aniruddha, S.: Analysis of factors affecting the Spatial Distribution of co-seismic landslides triggered by the 2011 (Mw 6.9) Sikkim earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16369, https://doi.org/10.5194/egusphere-egu21-16369, 2021.
The Himalayan region is known as an earthquake-triggered landslides prone area. It is characterized by high seismicity, large relative relief, steep slopes, and dense precipitation. These seismically triggered landslides are likely to affect substantial societal impacts, including loss of life, damage to houses, public buildings, various lifeline structures like highways, railways tracks, etc. Further, they obstruct post-earthquake emergency response efforts. A past study by Martha et al. 2014 reported that an earthquake of Mw 6.9 in 2011 triggered 1196 landslides in Sikkim which is a part of the eastern Himalayas. The slope failure events are controlled by several factors, which can be grouped into four main classes: seismology, topography, lithology, and hydrology. Each class contains several sub-factors. Having in-depth knowledge of these factors and their influence on the density of landslide events in the affected area due to the 2011 Sikkim earthquake is essential to realize the level of threat of co-seismic landslide due to future earthquakes. Eight landslide controlling factors is considered in this analysis including peak ground acceleration (PGA), slope, aspect, elevation, curvature, lithology, distance from rivers, and topographic wetness index (TWI). Further, the frequency ratio model using the GIS framework is applied to evaluate the contribution of each landslide controlling factor to landslide occurrence. Scatter plots between the number of landslides per km2 (LN) and percentage of landslide area (LA) and causative factors indicate that distance from the river, slope angle, and PGA are the dominant factors that control the landslides. The results of the above analysis showed that the majority of co-seismic landslides occurred at slope >30°, preferably in East, Southeast, and South directions and near river within a distance of 1500 m. The detailed study of interactions among these factors can improve the understanding of the mechanisms of co-seismic landslide occurrence in Sikkim and will be useful for producing a co-seismic landslide susceptibility map of the area.
How to cite: Kumar, S. and Aniruddha, S.: Analysis of factors affecting the Spatial Distribution of co-seismic landslides triggered by the 2011 (Mw 6.9) Sikkim earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16369, https://doi.org/10.5194/egusphere-egu21-16369, 2021.
EGU21-15882 | vPICO presentations | NH4.3 | Highlight
Analysis of the October 30th, 2020 Aegean Sea Tsunami towards Future Tsunami PreparednessGozde Guney Dogan and Ahmet Cevdet Yalciner
The coastal settlements in the Aegean Sea coast have experienced numerous tsunamis throughout history due to the frequent earthquakes of different magnitudes. Three normal-faulting events have been recorded over the last four years, confirming the tsunami threat in the NEAM region. The June 12th, 2017 (Mw 6.3) and July 20th, 2017 (Mw 6.6) events in the Eastern Aegean affected the nearby coastal areas and served as reminders, the latter causing remarkable loss of property and boat damage in Bodrum, Turkey and Kos Island, Greece.
On October 30th, 2020, a strong earthquake (Mw 6.6, AFAD, 2020) caused substantial structural damage at 75 km epicentral distance in the Bayraklı region resulting in 117 casualties. A tsunami was also generated, causing very strong motion in the nearshore shallow areas and small craft harbors along 130 km shoreline from Alaçatı (North) to Gümüldür (South) in Seferihisar and Çeşme districts of İzmir Province. The tsunami also caused one casualty and several injured people. Learning from previous events, such as the October 30th, 2020 tsunami event, is a key issue in mitigation and future preparedness. Understanding the regional effects of this tsunami will definitely help in developing necessary tools for tsunami risk reduction in the Eastern Aegean region. In this regard, post-tsunami field surveys provide invaluable information to enable the enhancement of tsunami disaster risk management practices. Two different post-tsunami field surveys were performed after the October 30th, 2020 tsunami to document the tsunami effects along the affected coast in Turkey, considering the observed coastal amplitudes and inundation extent. The combined results of the field surveys include flow depth, runup, and inundation measurements, as well as arrival time information and coastal damage observations. Furthermore, we discuss the survey findings to better understand the tsunami behavior and its effects on the nearby coastal areas.
Another important point is that the public tsunami awareness in the Bodrum region in Turkey was extremely low, with no evacuation practices in July 2017 tsunami. There is a considerable increase in people’s response to tsunami hazard in the Eastern Aegean region, as acquired from the eyewitness interviews during the October 30th tsunami field survey. However, considering the high seismicity, the public awareness about tsunamis that might take place around the Aegean coast and response to natural and official warnings should be raised and supported with evacuation practices.
In the light of lessons learned from the most recent Aegean tsunami, using the recent measurement techniques and computational tools in tsunami hazard assessment has become extremely important to improve mitigation. In the framework of disaster risk reduction, high-resolution inundation maps through high-resolution vulnerability analysis and evacuation mapping are the essential requirements for the development of tsunami action plan for the coastal communities, which will help to achieve a successful tsunami risk reduction. In this work, additionally, the examples of new achievements in this direction from megacity İstanbul and high-resolution numerical modeling of tsunamis in the İzmir metropolitan are presented with discussions.
How to cite: Dogan, G. G. and Yalciner, A. C.: Analysis of the October 30th, 2020 Aegean Sea Tsunami towards Future Tsunami Preparedness, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15882, https://doi.org/10.5194/egusphere-egu21-15882, 2021.
The coastal settlements in the Aegean Sea coast have experienced numerous tsunamis throughout history due to the frequent earthquakes of different magnitudes. Three normal-faulting events have been recorded over the last four years, confirming the tsunami threat in the NEAM region. The June 12th, 2017 (Mw 6.3) and July 20th, 2017 (Mw 6.6) events in the Eastern Aegean affected the nearby coastal areas and served as reminders, the latter causing remarkable loss of property and boat damage in Bodrum, Turkey and Kos Island, Greece.
On October 30th, 2020, a strong earthquake (Mw 6.6, AFAD, 2020) caused substantial structural damage at 75 km epicentral distance in the Bayraklı region resulting in 117 casualties. A tsunami was also generated, causing very strong motion in the nearshore shallow areas and small craft harbors along 130 km shoreline from Alaçatı (North) to Gümüldür (South) in Seferihisar and Çeşme districts of İzmir Province. The tsunami also caused one casualty and several injured people. Learning from previous events, such as the October 30th, 2020 tsunami event, is a key issue in mitigation and future preparedness. Understanding the regional effects of this tsunami will definitely help in developing necessary tools for tsunami risk reduction in the Eastern Aegean region. In this regard, post-tsunami field surveys provide invaluable information to enable the enhancement of tsunami disaster risk management practices. Two different post-tsunami field surveys were performed after the October 30th, 2020 tsunami to document the tsunami effects along the affected coast in Turkey, considering the observed coastal amplitudes and inundation extent. The combined results of the field surveys include flow depth, runup, and inundation measurements, as well as arrival time information and coastal damage observations. Furthermore, we discuss the survey findings to better understand the tsunami behavior and its effects on the nearby coastal areas.
Another important point is that the public tsunami awareness in the Bodrum region in Turkey was extremely low, with no evacuation practices in July 2017 tsunami. There is a considerable increase in people’s response to tsunami hazard in the Eastern Aegean region, as acquired from the eyewitness interviews during the October 30th tsunami field survey. However, considering the high seismicity, the public awareness about tsunamis that might take place around the Aegean coast and response to natural and official warnings should be raised and supported with evacuation practices.
In the light of lessons learned from the most recent Aegean tsunami, using the recent measurement techniques and computational tools in tsunami hazard assessment has become extremely important to improve mitigation. In the framework of disaster risk reduction, high-resolution inundation maps through high-resolution vulnerability analysis and evacuation mapping are the essential requirements for the development of tsunami action plan for the coastal communities, which will help to achieve a successful tsunami risk reduction. In this work, additionally, the examples of new achievements in this direction from megacity İstanbul and high-resolution numerical modeling of tsunamis in the İzmir metropolitan are presented with discussions.
How to cite: Dogan, G. G. and Yalciner, A. C.: Analysis of the October 30th, 2020 Aegean Sea Tsunami towards Future Tsunami Preparedness, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15882, https://doi.org/10.5194/egusphere-egu21-15882, 2021.
EGU21-4485 | vPICO presentations | NH4.3
Rayleigh wave ellipticity in seismic noise studies based on vector random decrement technique (VRD)Naimeh Sadat Moghadasi and Elham Shabani
In seismic hazard assessment studies, the estimation of site effects plays an important role. In recent years, using seismic noise has become increasingly popular because of their simplicity, low cost, and non-destructively. Seismic ambient noise wavefield investigation can be fulfilled by both single-station and array methods. The RayDec single station method is used to estimate ellipticity curve of Rayleigh wave based on Random Decrement (RD) technique by putting more emphasis on Rayleigh waves in compare to other participant waves in the seismic noise wavefield. In this study, to assess measuring the ellipticity of Rayleigh waves in an array of stations, Vector Random Decrement (VRD) technique is applied. The main idea is applying vector triggering condition on vertical components in an array of stations and selecting common triggering points. Those parts of signals where common points of all stations are detected would be included in further processing. It may lead to a lower number of obtained triggering points and insufficient convergence. To control the convergence, the vector of triggering conditions could be divided into some subsets. The maximum number of subsets can be estimated as the lowest integer of N/2 in which N is the number of stations in the array. Wherever, the common triggering points are detected on three components of the stations, the time windows with the same length are extracted. In the following, the signals in the mentioned windows are stacked and the ellipticity ratio is estimated by analyzing the energy content of the horizontal and vertical signals. In order to verify the method, synthetic circular array data are simulated using the FD code including five stations regularly placed on the circumference and a station in the center. Furthemore, the real array data recorded in Ramsar site (North of Iran) are used to study the method. The data included six Nanometrics trillium 40 seismic stations in which five stations placed on the circumference as well as a station at the center regarding to array aperture of about 15m. The retrieved ellipticity curves are evaluated and compared with the results of high resolution Rayleigh three component beam-forming (RTBF) method. The RTBF and VRD methods show good performance in recognizing the right flank of peak frequency while, the peak frequency and the left flank are better retrived using VRD method. Finally, the retrieved ellipticity curve from VRD alongside with the dispersion curves obtained from RTBF for both synthetic and real array data are used as targets in a joint inversion process to validate the shear wave velocity profile.
How to cite: Moghadasi, N. S. and Shabani, E.: Rayleigh wave ellipticity in seismic noise studies based on vector random decrement technique (VRD), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4485, https://doi.org/10.5194/egusphere-egu21-4485, 2021.
In seismic hazard assessment studies, the estimation of site effects plays an important role. In recent years, using seismic noise has become increasingly popular because of their simplicity, low cost, and non-destructively. Seismic ambient noise wavefield investigation can be fulfilled by both single-station and array methods. The RayDec single station method is used to estimate ellipticity curve of Rayleigh wave based on Random Decrement (RD) technique by putting more emphasis on Rayleigh waves in compare to other participant waves in the seismic noise wavefield. In this study, to assess measuring the ellipticity of Rayleigh waves in an array of stations, Vector Random Decrement (VRD) technique is applied. The main idea is applying vector triggering condition on vertical components in an array of stations and selecting common triggering points. Those parts of signals where common points of all stations are detected would be included in further processing. It may lead to a lower number of obtained triggering points and insufficient convergence. To control the convergence, the vector of triggering conditions could be divided into some subsets. The maximum number of subsets can be estimated as the lowest integer of N/2 in which N is the number of stations in the array. Wherever, the common triggering points are detected on three components of the stations, the time windows with the same length are extracted. In the following, the signals in the mentioned windows are stacked and the ellipticity ratio is estimated by analyzing the energy content of the horizontal and vertical signals. In order to verify the method, synthetic circular array data are simulated using the FD code including five stations regularly placed on the circumference and a station in the center. Furthemore, the real array data recorded in Ramsar site (North of Iran) are used to study the method. The data included six Nanometrics trillium 40 seismic stations in which five stations placed on the circumference as well as a station at the center regarding to array aperture of about 15m. The retrieved ellipticity curves are evaluated and compared with the results of high resolution Rayleigh three component beam-forming (RTBF) method. The RTBF and VRD methods show good performance in recognizing the right flank of peak frequency while, the peak frequency and the left flank are better retrived using VRD method. Finally, the retrieved ellipticity curve from VRD alongside with the dispersion curves obtained from RTBF for both synthetic and real array data are used as targets in a joint inversion process to validate the shear wave velocity profile.
How to cite: Moghadasi, N. S. and Shabani, E.: Rayleigh wave ellipticity in seismic noise studies based on vector random decrement technique (VRD), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4485, https://doi.org/10.5194/egusphere-egu21-4485, 2021.
EGU21-11143 | vPICO presentations | NH4.3
Ranking and calibration of ground-motion models using the stochastic area metric.Jaleena Sunny, Marco De Angelis, and Ben Edwards
The selection and ranking of Ground Motion Models (GMMs) for scenario earthquakes is a crucial element in seismic hazard analysis. Typically model testing and ranking do not appropriately account for uncertainties, thus leading to improper ranking. We introduce the stochastic area metric (AM) as a scoring metric for GMMs, which not only informs the analyst of the degree to which observed or test data fit the model but also considers the uncertainties without the assumption of how data are distributed. The AM can be used as a scoring metric or cost function, whose minimum value identifies the model that best fits a given dataset. We apply this metric along with existing testing methods to recent and commonly used European ground motion prediction equations: Bindi et al. (2014, B014), Akkar et al. (2014, A014) and Cauzzi et al. (2015, C015). The GMMs are ranked and their performance analysed against the European Engineering Strong Motion (ESM) dataset. We focus on the ranking of models for ranges of magnitude and distance with sparse data, which pose a specific problem with other statistical testing methods. The performance of models over different ranges of magnitude and distance were analysed using AM, revealing the importance of considering different models for specific applications (e.g., tectonic, induced). We find the A014 model displays good performance with complete dataset while B014 appears to be best for small magnitudes and distances. In addition, we calibrated GMMs derived from a compendium of data and generated a suite of models for the given region through an optimisation technique utilising the concept of AM and ground motion variability. This novel framework for ranking and calibration guides the informed selection of models and helps develop regionally adjusted and application-specific GMMs for better prediction.
How to cite: Sunny, J., De Angelis, M., and Edwards, B.: Ranking and calibration of ground-motion models using the stochastic area metric. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11143, https://doi.org/10.5194/egusphere-egu21-11143, 2021.
The selection and ranking of Ground Motion Models (GMMs) for scenario earthquakes is a crucial element in seismic hazard analysis. Typically model testing and ranking do not appropriately account for uncertainties, thus leading to improper ranking. We introduce the stochastic area metric (AM) as a scoring metric for GMMs, which not only informs the analyst of the degree to which observed or test data fit the model but also considers the uncertainties without the assumption of how data are distributed. The AM can be used as a scoring metric or cost function, whose minimum value identifies the model that best fits a given dataset. We apply this metric along with existing testing methods to recent and commonly used European ground motion prediction equations: Bindi et al. (2014, B014), Akkar et al. (2014, A014) and Cauzzi et al. (2015, C015). The GMMs are ranked and their performance analysed against the European Engineering Strong Motion (ESM) dataset. We focus on the ranking of models for ranges of magnitude and distance with sparse data, which pose a specific problem with other statistical testing methods. The performance of models over different ranges of magnitude and distance were analysed using AM, revealing the importance of considering different models for specific applications (e.g., tectonic, induced). We find the A014 model displays good performance with complete dataset while B014 appears to be best for small magnitudes and distances. In addition, we calibrated GMMs derived from a compendium of data and generated a suite of models for the given region through an optimisation technique utilising the concept of AM and ground motion variability. This novel framework for ranking and calibration guides the informed selection of models and helps develop regionally adjusted and application-specific GMMs for better prediction.
How to cite: Sunny, J., De Angelis, M., and Edwards, B.: Ranking and calibration of ground-motion models using the stochastic area metric. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11143, https://doi.org/10.5194/egusphere-egu21-11143, 2021.
EGU21-7969 | vPICO presentations | NH4.3
Joint interpretation of macroseismic and strong motion data for recent large shallow mainshocks of the Aegean area using a Monte Carlo optimization of finite-fault stochastic simulationsMichail Ravnalis, Charalampos Kkallas, Constantinos Papazachos, Basil Margaris, and Christos Papaioannou
The study of strong historical and early instrumental earthquakes is based almost exclusively on the use of their macroseismic data, which usually constrain the area that has suffered the heaviest damage. In the recent decades, strong-motion data have been also employed for the same purpose. We present a stochastic simulation approach to jointly model macroseismic and strong motion data for selected shallow strong (M≥6.0) earthquakes that occurred in the broader Aegean region between 1978 and 1995. For the simulations we employed the finite-fault stochastic simulation method, as realized by the EXSIM algorithm. We calibrated several parameters for the stochastic simulation modeling using a priori published information (e.g., moment magnitude, stress parameter). Other rupture zone information were collected from published works, such as fault plane solutions, relocated seismicity, etc. A Monte Carlo approach was adopted to perform a parametric search for the stress parameter and the modelling both independently and jointly the available macroseismic data and the strong motion instrumental recordings. The validity and the reliability of this semi-automated simulation approach was examined, to test if this method could be applied either in a fully automated manner, or for the study of the source properties of historical earthquakes. The results suggest that a joint-misfit minimization from the simultaneous simulation of macroseismic and strong motion data is a feasible target, that can be potentially employed for the simulation of older events, for which a limited number of instrumental data is often available. In general, a good agreement of the spatial distribution of the original and modeled macroseismic intensities is observed, showing that can reliably reconstruct the main features of the damage distribution for strong shallow mainshocks in the Aegean area using the proposed joint interpretation approach.
How to cite: Ravnalis, M., Kkallas, C., Papazachos, C., Margaris, B., and Papaioannou, C.: Joint interpretation of macroseismic and strong motion data for recent large shallow mainshocks of the Aegean area using a Monte Carlo optimization of finite-fault stochastic simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7969, https://doi.org/10.5194/egusphere-egu21-7969, 2021.
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The study of strong historical and early instrumental earthquakes is based almost exclusively on the use of their macroseismic data, which usually constrain the area that has suffered the heaviest damage. In the recent decades, strong-motion data have been also employed for the same purpose. We present a stochastic simulation approach to jointly model macroseismic and strong motion data for selected shallow strong (M≥6.0) earthquakes that occurred in the broader Aegean region between 1978 and 1995. For the simulations we employed the finite-fault stochastic simulation method, as realized by the EXSIM algorithm. We calibrated several parameters for the stochastic simulation modeling using a priori published information (e.g., moment magnitude, stress parameter). Other rupture zone information were collected from published works, such as fault plane solutions, relocated seismicity, etc. A Monte Carlo approach was adopted to perform a parametric search for the stress parameter and the modelling both independently and jointly the available macroseismic data and the strong motion instrumental recordings. The validity and the reliability of this semi-automated simulation approach was examined, to test if this method could be applied either in a fully automated manner, or for the study of the source properties of historical earthquakes. The results suggest that a joint-misfit minimization from the simultaneous simulation of macroseismic and strong motion data is a feasible target, that can be potentially employed for the simulation of older events, for which a limited number of instrumental data is often available. In general, a good agreement of the spatial distribution of the original and modeled macroseismic intensities is observed, showing that can reliably reconstruct the main features of the damage distribution for strong shallow mainshocks in the Aegean area using the proposed joint interpretation approach.
How to cite: Ravnalis, M., Kkallas, C., Papazachos, C., Margaris, B., and Papaioannou, C.: Joint interpretation of macroseismic and strong motion data for recent large shallow mainshocks of the Aegean area using a Monte Carlo optimization of finite-fault stochastic simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7969, https://doi.org/10.5194/egusphere-egu21-7969, 2021.
EGU21-11016 | vPICO presentations | NH4.3
Analysis of correlation between structural response and ground motion intensity measures.Tariq Anwar Aquib, Jayalakshmi Sivasubramonian, and Paul Martin Mai
Loss estimation for buildings that experienced earthquake shaking is an important step in Performance Based Earthquake Engineering (PBEE), comprising four major components – seismic hazard, building response, probability of damage, and the costs incurred in losses and repair works. The implementation of PBEE strongly depends on the ability to predict Engineering Demand Parameters (EDPs) that are usually defined in terms of maximum story drifts, plastic hinge rotations, and floor accelerations.
In this study, we compute building responses for large sets of recorded ground motions considering frames with different natural periods (0.1-1.5s). The ground motion data used in our analysis comprise near field records from moderate-to-large earthquakes; these may generate shaking levels high enough to be of concern for the design and safety of buildings. We select the frames by varying the number of storys and bays to obtain a wide range of natural building periods. We compute ground motion intensity measures (IM) from the recorded dataset and extract engineering demand parameters (EDP) from building response analyses. Our results indicate that the inter-story drift correlates strongly with spectral measures of ground motion intensity (correlation coefficient above 0.85). We also investigate the effect of natural period on the estimated correlations. We find that the correlations with spectral intensity measures do not strongly depend on Vs30 and epicentral distance. Our results are useful in the context of applied performance-based design of structures, especially if uncertainties in seismological parameters due to limited knowledge of source, site or path effects play an important role in earthquake ground motions.
How to cite: Aquib, T. A., Sivasubramonian, J., and Mai, P. M.: Analysis of correlation between structural response and ground motion intensity measures., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11016, https://doi.org/10.5194/egusphere-egu21-11016, 2021.
Loss estimation for buildings that experienced earthquake shaking is an important step in Performance Based Earthquake Engineering (PBEE), comprising four major components – seismic hazard, building response, probability of damage, and the costs incurred in losses and repair works. The implementation of PBEE strongly depends on the ability to predict Engineering Demand Parameters (EDPs) that are usually defined in terms of maximum story drifts, plastic hinge rotations, and floor accelerations.
In this study, we compute building responses for large sets of recorded ground motions considering frames with different natural periods (0.1-1.5s). The ground motion data used in our analysis comprise near field records from moderate-to-large earthquakes; these may generate shaking levels high enough to be of concern for the design and safety of buildings. We select the frames by varying the number of storys and bays to obtain a wide range of natural building periods. We compute ground motion intensity measures (IM) from the recorded dataset and extract engineering demand parameters (EDP) from building response analyses. Our results indicate that the inter-story drift correlates strongly with spectral measures of ground motion intensity (correlation coefficient above 0.85). We also investigate the effect of natural period on the estimated correlations. We find that the correlations with spectral intensity measures do not strongly depend on Vs30 and epicentral distance. Our results are useful in the context of applied performance-based design of structures, especially if uncertainties in seismological parameters due to limited knowledge of source, site or path effects play an important role in earthquake ground motions.
How to cite: Aquib, T. A., Sivasubramonian, J., and Mai, P. M.: Analysis of correlation between structural response and ground motion intensity measures., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11016, https://doi.org/10.5194/egusphere-egu21-11016, 2021.
EGU21-15353 | vPICO presentations | NH4.3
Seismic Hazard Assessment for the Energy Facilities in Marmara RegionAbdullah Can Zulfikar and Seyhan Okuyan Akcan
Marmara region is a tectonically active part of Turkey. Over the history, the Marmara region has been the site of numerous destructive earthquakes such as the 1509 Istanbul earthquake (Mw=7.5), 1766 Istanbul earthquake (Mw=5.63), 1953 Yenice-Gönen Depremi (Ms=7.2), 1999 Kocaeli (Mw=7.4) and Düzce (Mw=7.2) earthquakes. Many Electric power systems located in the Marmara region are exposed to the destructive effects of potential earthquakes. The serviceability and functionality of the electric power systems after a major earthquake are major concerns for people's wealth. Thus, the design of the electric power system requires site-specific seismic hazard assessment. Site-specific hazard analysis provides a uniform hazard spectrum used for the design of power structures. Response spectrums are presented for the seismically resistant design of the structures according to the Turkey Building Earthquake Regulation 2018 (TBDY2018) and Turkish Seismic Code 2007 (TSC2007) regulations.
In this study, seismic hazard assessment of the Marmara region has been studied using the Openquake platform. Earthquake hazard has been investigated using the time-independent probabilistic (Poisson) models. Probabilistic seismic hazard assessment (PSHA) is conducted based on SHARE project ESHM13 model characteristics. The SHARE project has presented the 2013 European –Mediterranean seismic hazard model (ESHM13). ESHM13 models consist of all events with magnitudes Mw>=4.5 in the computation of seismic hazard and it covers the whole European territory including Turkey. The probabilistic seismic hazard assessment calculations take into account SHARE seismic source characterization. Akkar&Bommer(2010), Cauzzi&Faccioli(2008), Chiou&Youngs(2008), and Zhao et.al (2006) ground motion prediction models have been considered for active shallow crustal tectonic region. The study has developed uniform hazard spectrum and hazard maps of the Marmara Region with peak ground acceleration (PGA) and spectral accelerations (SA)’s at 0.2s and 1s periods corresponding to 10% and 2% probabilities of exceedance in 50 years. Obtained uniform hazard spectrums of electric power systems in the Marmara region have been compared with response spectrums of TBDY2018 and TSC-2007. The compatibility of SHARE model hazard analysis results with TBDY 2018 and TSC2007 has been assessed.
How to cite: Zulfikar, A. C. and Okuyan Akcan, S.: Seismic Hazard Assessment for the Energy Facilities in Marmara Region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15353, https://doi.org/10.5194/egusphere-egu21-15353, 2021.
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Marmara region is a tectonically active part of Turkey. Over the history, the Marmara region has been the site of numerous destructive earthquakes such as the 1509 Istanbul earthquake (Mw=7.5), 1766 Istanbul earthquake (Mw=5.63), 1953 Yenice-Gönen Depremi (Ms=7.2), 1999 Kocaeli (Mw=7.4) and Düzce (Mw=7.2) earthquakes. Many Electric power systems located in the Marmara region are exposed to the destructive effects of potential earthquakes. The serviceability and functionality of the electric power systems after a major earthquake are major concerns for people's wealth. Thus, the design of the electric power system requires site-specific seismic hazard assessment. Site-specific hazard analysis provides a uniform hazard spectrum used for the design of power structures. Response spectrums are presented for the seismically resistant design of the structures according to the Turkey Building Earthquake Regulation 2018 (TBDY2018) and Turkish Seismic Code 2007 (TSC2007) regulations.
In this study, seismic hazard assessment of the Marmara region has been studied using the Openquake platform. Earthquake hazard has been investigated using the time-independent probabilistic (Poisson) models. Probabilistic seismic hazard assessment (PSHA) is conducted based on SHARE project ESHM13 model characteristics. The SHARE project has presented the 2013 European –Mediterranean seismic hazard model (ESHM13). ESHM13 models consist of all events with magnitudes Mw>=4.5 in the computation of seismic hazard and it covers the whole European territory including Turkey. The probabilistic seismic hazard assessment calculations take into account SHARE seismic source characterization. Akkar&Bommer(2010), Cauzzi&Faccioli(2008), Chiou&Youngs(2008), and Zhao et.al (2006) ground motion prediction models have been considered for active shallow crustal tectonic region. The study has developed uniform hazard spectrum and hazard maps of the Marmara Region with peak ground acceleration (PGA) and spectral accelerations (SA)’s at 0.2s and 1s periods corresponding to 10% and 2% probabilities of exceedance in 50 years. Obtained uniform hazard spectrums of electric power systems in the Marmara region have been compared with response spectrums of TBDY2018 and TSC-2007. The compatibility of SHARE model hazard analysis results with TBDY 2018 and TSC2007 has been assessed.
How to cite: Zulfikar, A. C. and Okuyan Akcan, S.: Seismic Hazard Assessment for the Energy Facilities in Marmara Region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15353, https://doi.org/10.5194/egusphere-egu21-15353, 2021.
EGU21-2712 | vPICO presentations | NH4.3
Innovative methods for earthquake damage detection and classification using airborne observation of critical infrastructures (project LOKI)Julia Kohns, Vivien Zahs, Tahira Ullah, Danijel Schorlemmer, Cecilia Nievas, Katharina Glock, Fabian Meyer, Heiko Mey, Lothar Stempniewski, Benjamin Herfort, Alexander Zipf, and Bernhard Höfle
Earthquakes play a major role worldwide regarding economic and social consequences. In the event of an earthquake, many lives are at risk and the impact on the built and natural environment may be significant. Until now, estimations of damage and losses and the assessment of the stability of buildings are, however, only available several days to months after the event and are often based on the subjective assessment of experienced engineers.
For the effective planning of rescue measures and the best possible use of available resources, a fast, (semi-)automatic and accurate detection of the situation and an objective assessment of damage to critical infrastructures is indispensable. This requires a combination of innovative methods and technologies (UAVs, Machine Learning and Crowdsourcing combined with earthquake engineering knowledge) covering a wide range of spatial and temporal scales.
The interdisciplinary system LOKI (www.uni-heidelberg.de/loki) consists of the following procedure: After the occurrence of an earthquake, an initial damage forecast is made within a few minutes based on the Global Dynamic Exposure model and integrated vulnerability functions in combination with the ground-motion field to identify areas with potential high/low damage. Missing building footprints and required building information are recorded via a crowdsourcing approach to complete the OpenStreetMap building database, which serves as input to the exposure model. In parallel, mission plans for overview flights are created and transferred to fixed-wing UAVs, which record low to medium-resolution photos and 3D point clouds of the entire affected area. These data are used for damage detection, in which a binary distinction is made at building level between visible and non-visible damage using Machine Learning approaches. Thus, after a few hours, first orthophotos and the location of potentially damaged buildings can already be transmitted to emergency response teams. Thereafter, mission planning focuses on the capture of high-resolution 3D information of individual buildings. Fleets of multicopter drones provide highly detailed 3D imagery following mission plans that can be modified in real time by the emergency response teams. The mission planning algorithms support prioritization of specific areas or buildings for data acquisition, so that rescue measures can be optimally supported. The acquired high-resolution images and point clouds serve as input for damage classification, which is carried out per building using a combination of automatic procedures and Micro-Mapping. This offers the possibility to combine the advantages of fast automated procedures with the human ability to visually interpret details. Potential global and building material-related damage characteristics, which are based on observations of previous earthquakes, are included in a damage catalogue and allow building damage to be classified into five damage grades. In an iterative process, a timely and objective building-level classification of damage with an indication of the reliability of the specified degree of damage is achieved.
The integration of various disciplines and the combination of different concepts and technologies allows supporting disaster relief in different temporal and spatial resolutions with timely and reliable information on earthquake-induced damage.
How to cite: Kohns, J., Zahs, V., Ullah, T., Schorlemmer, D., Nievas, C., Glock, K., Meyer, F., Mey, H., Stempniewski, L., Herfort, B., Zipf, A., and Höfle, B.: Innovative methods for earthquake damage detection and classification using airborne observation of critical infrastructures (project LOKI), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2712, https://doi.org/10.5194/egusphere-egu21-2712, 2021.
Earthquakes play a major role worldwide regarding economic and social consequences. In the event of an earthquake, many lives are at risk and the impact on the built and natural environment may be significant. Until now, estimations of damage and losses and the assessment of the stability of buildings are, however, only available several days to months after the event and are often based on the subjective assessment of experienced engineers.
For the effective planning of rescue measures and the best possible use of available resources, a fast, (semi-)automatic and accurate detection of the situation and an objective assessment of damage to critical infrastructures is indispensable. This requires a combination of innovative methods and technologies (UAVs, Machine Learning and Crowdsourcing combined with earthquake engineering knowledge) covering a wide range of spatial and temporal scales.
The interdisciplinary system LOKI (www.uni-heidelberg.de/loki) consists of the following procedure: After the occurrence of an earthquake, an initial damage forecast is made within a few minutes based on the Global Dynamic Exposure model and integrated vulnerability functions in combination with the ground-motion field to identify areas with potential high/low damage. Missing building footprints and required building information are recorded via a crowdsourcing approach to complete the OpenStreetMap building database, which serves as input to the exposure model. In parallel, mission plans for overview flights are created and transferred to fixed-wing UAVs, which record low to medium-resolution photos and 3D point clouds of the entire affected area. These data are used for damage detection, in which a binary distinction is made at building level between visible and non-visible damage using Machine Learning approaches. Thus, after a few hours, first orthophotos and the location of potentially damaged buildings can already be transmitted to emergency response teams. Thereafter, mission planning focuses on the capture of high-resolution 3D information of individual buildings. Fleets of multicopter drones provide highly detailed 3D imagery following mission plans that can be modified in real time by the emergency response teams. The mission planning algorithms support prioritization of specific areas or buildings for data acquisition, so that rescue measures can be optimally supported. The acquired high-resolution images and point clouds serve as input for damage classification, which is carried out per building using a combination of automatic procedures and Micro-Mapping. This offers the possibility to combine the advantages of fast automated procedures with the human ability to visually interpret details. Potential global and building material-related damage characteristics, which are based on observations of previous earthquakes, are included in a damage catalogue and allow building damage to be classified into five damage grades. In an iterative process, a timely and objective building-level classification of damage with an indication of the reliability of the specified degree of damage is achieved.
The integration of various disciplines and the combination of different concepts and technologies allows supporting disaster relief in different temporal and spatial resolutions with timely and reliable information on earthquake-induced damage.
How to cite: Kohns, J., Zahs, V., Ullah, T., Schorlemmer, D., Nievas, C., Glock, K., Meyer, F., Mey, H., Stempniewski, L., Herfort, B., Zipf, A., and Höfle, B.: Innovative methods for earthquake damage detection and classification using airborne observation of critical infrastructures (project LOKI), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2712, https://doi.org/10.5194/egusphere-egu21-2712, 2021.
EGU21-13876 | vPICO presentations | NH4.3
Station Correction of P-Alert Network to Improve Magnitude Estimation for Earthquake Early WarningYu-Ting Wu and Yih-Min Wu
Magnitude estimation for earthquake early warning has been shown that it can be achieved by utilizing the relationship among the first three seconds P-wave amplitude, hypocentral distance and magnitude. However, the regression models in previous studies about P-Alert didn't include station correction factors, which may cause non-negligible effects. Thus, to improve the precision of magnitude estimation, we take station corrections into consideration when building the regression model. For the reason that station corrections are the unobserved latent variables of the model, we adopt the iteration regression method, which is based on the expectation-maximization algorithm, to determine them. By using this method, we are able to approach the values of both the station corrections and the coefficients of the regression model after several iterations. Our preliminary results show that after utilizing the iteration regression method, the standard deviation reduces from 0.30 to 0.26, and the station corrections we get range from -0.70 to 0.66.
How to cite: Wu, Y.-T. and Wu, Y.-M.: Station Correction of P-Alert Network to Improve Magnitude Estimation for Earthquake Early Warning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13876, https://doi.org/10.5194/egusphere-egu21-13876, 2021.
Magnitude estimation for earthquake early warning has been shown that it can be achieved by utilizing the relationship among the first three seconds P-wave amplitude, hypocentral distance and magnitude. However, the regression models in previous studies about P-Alert didn't include station correction factors, which may cause non-negligible effects. Thus, to improve the precision of magnitude estimation, we take station corrections into consideration when building the regression model. For the reason that station corrections are the unobserved latent variables of the model, we adopt the iteration regression method, which is based on the expectation-maximization algorithm, to determine them. By using this method, we are able to approach the values of both the station corrections and the coefficients of the regression model after several iterations. Our preliminary results show that after utilizing the iteration regression method, the standard deviation reduces from 0.30 to 0.26, and the station corrections we get range from -0.70 to 0.66.
How to cite: Wu, Y.-T. and Wu, Y.-M.: Station Correction of P-Alert Network to Improve Magnitude Estimation for Earthquake Early Warning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13876, https://doi.org/10.5194/egusphere-egu21-13876, 2021.
EGU21-8570 | vPICO presentations | NH4.3
Magnitude Estimation and Onsite Earthquake Early Warning using Cumulative Absolute Velocity in TaiwanHao-Yun Huang and Yih-Min Wu
Real-time magnitude determination is one of the critical issues for earthquake early warning (EEW). Magnitude determination may have saturation situation using initial seismic signals after an earthquake occurrence. Previous studies utilized eventual cumulative absolute velocity (eCAV) to determine magnitude up to 9.0 without any saturation. However, to determine eCAV will be too late for EEW application. In order to shorten time to obtain eCAV, 4,754 strong motion records from 64 events with ML large than 5.5 in Taiwan are used to establish the relationship between eCAV and initial shaking parameters (initial CAV, initial cumulative absolute displacement, initial cumulative absolute integral displacement, Pd and τc) from 1 s to 20 s after P arrival. Our preliminary results show that eCAV can be estimated using initial shaking parameters. Logarithm linear correlation coefficients vary from 0.78 to 0.97 with standard deviations from 0.27 to 0.10 for time windows from 1 s to 20 s after P arrival. Eventually, we can timely estimate eCAV for magnitude determination as well as or on-site EEW purpose.
How to cite: Huang, H.-Y. and Wu, Y.-M.: Magnitude Estimation and Onsite Earthquake Early Warning using Cumulative Absolute Velocity in Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8570, https://doi.org/10.5194/egusphere-egu21-8570, 2021.
Real-time magnitude determination is one of the critical issues for earthquake early warning (EEW). Magnitude determination may have saturation situation using initial seismic signals after an earthquake occurrence. Previous studies utilized eventual cumulative absolute velocity (eCAV) to determine magnitude up to 9.0 without any saturation. However, to determine eCAV will be too late for EEW application. In order to shorten time to obtain eCAV, 4,754 strong motion records from 64 events with ML large than 5.5 in Taiwan are used to establish the relationship between eCAV and initial shaking parameters (initial CAV, initial cumulative absolute displacement, initial cumulative absolute integral displacement, Pd and τc) from 1 s to 20 s after P arrival. Our preliminary results show that eCAV can be estimated using initial shaking parameters. Logarithm linear correlation coefficients vary from 0.78 to 0.97 with standard deviations from 0.27 to 0.10 for time windows from 1 s to 20 s after P arrival. Eventually, we can timely estimate eCAV for magnitude determination as well as or on-site EEW purpose.
How to cite: Huang, H.-Y. and Wu, Y.-M.: Magnitude Estimation and Onsite Earthquake Early Warning using Cumulative Absolute Velocity in Taiwan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8570, https://doi.org/10.5194/egusphere-egu21-8570, 2021.
EGU21-7664 | vPICO presentations | NH4.3
ALARM Project -multi-hAzard monitoring andearLy wARning systeM-Manuel Soler, Hugues Brenot, Riccardo Biondi, Daniel Bannister, Volker Grewe, Tanjia Bolic, and Javier García-Heras
We present the SESAR funded project ALARM. The overall objective of ALARM is to develop a prototype global multi-hazard monitoring and Early Warning System for different hazards affecting aviation. Continuous global Earth observations from satellite, ground-based systems, and atmospheric forecasts will be used to feed models capable of observing and predicting (nowcasting/forecasting) the displacement of particles in suspension and gas derived from natural hazards (volcanic ash and SO2, dust clouds from sandstorms, and smoke from a forest fire); severe weather situations such as deep convection and extreme weather; exposure to increased levels of solar radiation during flight; and environmental hotspots potentially contributing to global warming in a large extent. Specifically, the aim is to enhance situational awareness of all stakeholders in case of multiple hazard crisis by facilitating the transfer of required relevant information to end-users, presenting such information in a user-friendly manner to ATM stakeholders. In summary, anticipating severe hazards and fostering better decision-making.
- ALARM will enhance an existing alert system –– with additional observations coming from geostationary satellites, improving the capabilities of observing natural hazards such as volcanic ash, SO2 plumes, sandstorms, and forest fire.
- ALARM will tailor alert products (based on observations from satellites) of volcanic ash, SO2 plumes, sandstorms, and forest fire to aviation stakeholders, including its severity, geographical location, and altitude.
- ALARM will develop nowcasting [up to 2 hours] and short-term forecasting [up to 6 hours] of SO2 plumes at a regional scale.
- ALARM will develop nowcasting [up to 2 hours] and short-term forecasting [up to 6 hours] of severe thunderstorms at a local scale (airport).
- ALARM will develop short-term forecasting [up to 6 hours] and medium-term forecasting [up to 48 hours] of climatic hotspots at a European scale.
- ALARM will draft the requirements of all these alert products to be included in the SWIM Yellow profile.
How to cite: Soler, M., Brenot, H., Biondi, R., Bannister, D., Grewe, V., Bolic, T., and García-Heras, J.: ALARM Project -multi-hAzard monitoring andearLy wARning systeM-, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7664, https://doi.org/10.5194/egusphere-egu21-7664, 2021.
We present the SESAR funded project ALARM. The overall objective of ALARM is to develop a prototype global multi-hazard monitoring and Early Warning System for different hazards affecting aviation. Continuous global Earth observations from satellite, ground-based systems, and atmospheric forecasts will be used to feed models capable of observing and predicting (nowcasting/forecasting) the displacement of particles in suspension and gas derived from natural hazards (volcanic ash and SO2, dust clouds from sandstorms, and smoke from a forest fire); severe weather situations such as deep convection and extreme weather; exposure to increased levels of solar radiation during flight; and environmental hotspots potentially contributing to global warming in a large extent. Specifically, the aim is to enhance situational awareness of all stakeholders in case of multiple hazard crisis by facilitating the transfer of required relevant information to end-users, presenting such information in a user-friendly manner to ATM stakeholders. In summary, anticipating severe hazards and fostering better decision-making.
- ALARM will enhance an existing alert system –– with additional observations coming from geostationary satellites, improving the capabilities of observing natural hazards such as volcanic ash, SO2 plumes, sandstorms, and forest fire.
- ALARM will tailor alert products (based on observations from satellites) of volcanic ash, SO2 plumes, sandstorms, and forest fire to aviation stakeholders, including its severity, geographical location, and altitude.
- ALARM will develop nowcasting [up to 2 hours] and short-term forecasting [up to 6 hours] of SO2 plumes at a regional scale.
- ALARM will develop nowcasting [up to 2 hours] and short-term forecasting [up to 6 hours] of severe thunderstorms at a local scale (airport).
- ALARM will develop short-term forecasting [up to 6 hours] and medium-term forecasting [up to 48 hours] of climatic hotspots at a European scale.
- ALARM will draft the requirements of all these alert products to be included in the SWIM Yellow profile.
How to cite: Soler, M., Brenot, H., Biondi, R., Bannister, D., Grewe, V., Bolic, T., and García-Heras, J.: ALARM Project -multi-hAzard monitoring andearLy wARning systeM-, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7664, https://doi.org/10.5194/egusphere-egu21-7664, 2021.
EGU21-12678 | vPICO presentations | NH4.3
Assessing Seismic Resilience of School Educational Sector. An attempt to establish the initial conditions in Calabria Region, Southern ItalyCora Fontana, Eleonora Cianci, and Massimiliano Moscatelli
School education constitutes one of the strategic functions to be recovered after an earthquake. The structural improvement of school buildings together with the strengthening of the administrators’ capacity to react positively following an earthquake are key factors that contribute to social vulnerability’s reduction. Nevertheless, in Italy, the issue of risk reduction policies related to school sector is not yet consolidated in the institutional agendas. Observing the last major Italian earthquakes what remains predominant is school buildings’ damage degree with consequent interruption of the system functionality. Among the causes: the building heritage vulnerability and the lack of risk mitigation policies, capable of building a resilient community for future earthquakes. That of resilience is considered a relevant paradigm to address the issue of how to strengthen the school sector’s capacity to ensure the buildings physical safety and to guarantee the maintenance of the school function, looking at pre and post-event phases.
The paper proposes a set of indicators and a methodology for a preliminary assessment of the educational sector’s seismic resilience, in terms of initial conditions. The method has been tested on a first case study: Calabria Region, Southern Italy. The results show that spatial differences in the educational sector’s seismic resilience are evident. Except for some large urban areas, the less resilient areas are grouped mainly in the southern part of the Region, while the most resilient ones are located mostly in the central-northern sector. The ambition is to identify a repeatable approach, useful as guidelines for school seismic prevention policies.
How to cite: Fontana, C., Cianci, E., and Moscatelli, M.: Assessing Seismic Resilience of School Educational Sector. An attempt to establish the initial conditions in Calabria Region, Southern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12678, https://doi.org/10.5194/egusphere-egu21-12678, 2021.
School education constitutes one of the strategic functions to be recovered after an earthquake. The structural improvement of school buildings together with the strengthening of the administrators’ capacity to react positively following an earthquake are key factors that contribute to social vulnerability’s reduction. Nevertheless, in Italy, the issue of risk reduction policies related to school sector is not yet consolidated in the institutional agendas. Observing the last major Italian earthquakes what remains predominant is school buildings’ damage degree with consequent interruption of the system functionality. Among the causes: the building heritage vulnerability and the lack of risk mitigation policies, capable of building a resilient community for future earthquakes. That of resilience is considered a relevant paradigm to address the issue of how to strengthen the school sector’s capacity to ensure the buildings physical safety and to guarantee the maintenance of the school function, looking at pre and post-event phases.
The paper proposes a set of indicators and a methodology for a preliminary assessment of the educational sector’s seismic resilience, in terms of initial conditions. The method has been tested on a first case study: Calabria Region, Southern Italy. The results show that spatial differences in the educational sector’s seismic resilience are evident. Except for some large urban areas, the less resilient areas are grouped mainly in the southern part of the Region, while the most resilient ones are located mostly in the central-northern sector. The ambition is to identify a repeatable approach, useful as guidelines for school seismic prevention policies.
How to cite: Fontana, C., Cianci, E., and Moscatelli, M.: Assessing Seismic Resilience of School Educational Sector. An attempt to establish the initial conditions in Calabria Region, Southern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12678, https://doi.org/10.5194/egusphere-egu21-12678, 2021.
EGU21-1722 | vPICO presentations | NH4.3 | Highlight
Lessons on COVID-19 pandemic and Earthquake Response: What we have learned from the October 30, 2020, Mw 6.9 Samos (Eastern Aegean, Greece) earthquakeSpyridon Mavroulis, Maria Mavrouli, Thekla Thoma, Asimina Kourou, Maria Manousaki, Nikolaos Karveleas, and Efthymios Lekkas
On October 30, 2020, an Mw=6.9 earthquake struck the eastern Aegean Sea. It was the largest earthquake in Europe and the deadliest worldwide in 2020, as it resulted in 119 fatalities (117 in Turkey, 2 in Greece) from partial or total building collapse. Moreover, it generated environmental effects and damage to the built environment in both countries. The primary earthquake environmental effects included permanent surface deformation and coseismic surface ruptures, while the secondary effects comprised tsunami, slope failures, liquefaction phenomena, hydrological anomalies and ground cracks.
Every time a strong earthquake strikes, disaster management plans for emergency response tested in drills are applied under real conditions and on large scale. Immediately after the 2020 Samos earthquake, Greek authorities launched the largest mobilization of resources for assisting the affected population since the initiation of the COVID-19 pandemic in Greece.
Public authorities from all administration levels, civil protection agencies as well as security and armed forces were mobilized. All emergency plans for protection of life, health and property of the affected population were applied according to the existing legislation framework. The immediate response comprised search and rescue operations, first-aid treatment and medical care, provision of emergency supplies, establishment of emergency shelters, building inspections and assessment of damage extent. Moreover, the Greek government announced immediate relief measures and financial assistance for reconstruction and repairs.
The local population and responders were exposed to geohazards including the earthquake, the subsequent tsunami and aftershocks among other effects and to the evolving COVID-19 pandemic. The situation was more serious as there were many contradicting issues in the emergency response phase. Actions usually applied in the pre-pandemic period are in contradiction with the main measures for preventing SARS-CoV-2 transmission. The novel coronavirus adds extra risk to these life-saving activities. Thus, these actions had to adapt to the newly introduced conditions and adopt provisional measures for mitigation and elimination of COVID-19 consequences.
This study focuses on the emergency response actions taken shortly after the earthquake amid the COVID-19 pandemic. They comprised establishment of the operational centres and emergency shelters in outdoor places, mandatory mask wearing indoors and outdoors at all times by all responders, immediate housing of homeless in hotels and touristic facilities in order to maintain social distancing, provision of protective equipment against COVID-19 transmission in responders and the affected population among others.
Based on the officially reported laboratory-confirmed daily COVID-19 cases in the earthquake-affected area during the pre- and post- disaster period, it is concluded that the impact of the natural hazards on the evolution of the pandemic in the affected area was negligible. The viral load was low and no increase of the infection rate was recorded.
From the aforementioned, it is concluded that the disaster management policy amid pandemic in Greece proved to be more efficient than thought with a well-planned and well-structured procedure for dealing not only with earthquakes amid pandemic, but also with other types of disasters induced by natural hazards. This approach could be used as a guide for similar compound emergencies worldwide.
How to cite: Mavroulis, S., Mavrouli, M., Thoma, T., Kourou, A., Manousaki, M., Karveleas, N., and Lekkas, E.: Lessons on COVID-19 pandemic and Earthquake Response: What we have learned from the October 30, 2020, Mw 6.9 Samos (Eastern Aegean, Greece) earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1722, https://doi.org/10.5194/egusphere-egu21-1722, 2021.
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On October 30, 2020, an Mw=6.9 earthquake struck the eastern Aegean Sea. It was the largest earthquake in Europe and the deadliest worldwide in 2020, as it resulted in 119 fatalities (117 in Turkey, 2 in Greece) from partial or total building collapse. Moreover, it generated environmental effects and damage to the built environment in both countries. The primary earthquake environmental effects included permanent surface deformation and coseismic surface ruptures, while the secondary effects comprised tsunami, slope failures, liquefaction phenomena, hydrological anomalies and ground cracks.
Every time a strong earthquake strikes, disaster management plans for emergency response tested in drills are applied under real conditions and on large scale. Immediately after the 2020 Samos earthquake, Greek authorities launched the largest mobilization of resources for assisting the affected population since the initiation of the COVID-19 pandemic in Greece.
Public authorities from all administration levels, civil protection agencies as well as security and armed forces were mobilized. All emergency plans for protection of life, health and property of the affected population were applied according to the existing legislation framework. The immediate response comprised search and rescue operations, first-aid treatment and medical care, provision of emergency supplies, establishment of emergency shelters, building inspections and assessment of damage extent. Moreover, the Greek government announced immediate relief measures and financial assistance for reconstruction and repairs.
The local population and responders were exposed to geohazards including the earthquake, the subsequent tsunami and aftershocks among other effects and to the evolving COVID-19 pandemic. The situation was more serious as there were many contradicting issues in the emergency response phase. Actions usually applied in the pre-pandemic period are in contradiction with the main measures for preventing SARS-CoV-2 transmission. The novel coronavirus adds extra risk to these life-saving activities. Thus, these actions had to adapt to the newly introduced conditions and adopt provisional measures for mitigation and elimination of COVID-19 consequences.
This study focuses on the emergency response actions taken shortly after the earthquake amid the COVID-19 pandemic. They comprised establishment of the operational centres and emergency shelters in outdoor places, mandatory mask wearing indoors and outdoors at all times by all responders, immediate housing of homeless in hotels and touristic facilities in order to maintain social distancing, provision of protective equipment against COVID-19 transmission in responders and the affected population among others.
Based on the officially reported laboratory-confirmed daily COVID-19 cases in the earthquake-affected area during the pre- and post- disaster period, it is concluded that the impact of the natural hazards on the evolution of the pandemic in the affected area was negligible. The viral load was low and no increase of the infection rate was recorded.
From the aforementioned, it is concluded that the disaster management policy amid pandemic in Greece proved to be more efficient than thought with a well-planned and well-structured procedure for dealing not only with earthquakes amid pandemic, but also with other types of disasters induced by natural hazards. This approach could be used as a guide for similar compound emergencies worldwide.
How to cite: Mavroulis, S., Mavrouli, M., Thoma, T., Kourou, A., Manousaki, M., Karveleas, N., and Lekkas, E.: Lessons on COVID-19 pandemic and Earthquake Response: What we have learned from the October 30, 2020, Mw 6.9 Samos (Eastern Aegean, Greece) earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1722, https://doi.org/10.5194/egusphere-egu21-1722, 2021.
EGU21-1731 | vPICO presentations | NH4.3
Impact of natural hazards on the evolving COVID-19 pandemic: cases from GreeceMaria Mavrouli, Spyridon Mavroulis, and Efthymios Lekkas
The first confirmed COVID-19 case was reported in December 2019. Over the first months of 2020, the novel SARS-CoV-2 virus was spread worldwide resulting in the declaration on March 11, 2020 of a global COVID-19 pandemic by the World Health Organization. The evolving pandemic has resulted in over 1900000 fatalities worldwide (as of January 8, 2021), while all sectors of the everyday life has been affected in numerous and varied ways. Natural hazards did not stop for the novel coronavirus. When the natural hazards cross the path of an evolving pandemic, compound emergencies emerge and are characterized by various effects and new unprecedented challenges.
Greece was no exception. Geological, hydrological and meteorological hazards took place in several parts of the country and they affected the local population, the natural and the built environment including buildings, infrastructures and lifelines. Among the most destructive effects in terms of human and economic losses was the March 21, 2020, Mw=5.7, Epirus (northwestern Greece) earthquake, the August 9, 2020, Evia (central Greece) flood, the September 17, 2020, Ianos medicane and the October 30, 2020, Mw=7.0, Samos (Eastern Aegean Sea) earthquake.
In order to identify the potential impact of the aforementioned disasters on the evolution of the COVID-19 pandemic in the disaster-affected areas, the officially reported laboratory-confirmed daily COVID-19 cases for the pre- and post- disaster periods from the disaster-affected areas were used. The impact of disasters in the evolution of the pandemic in the studied disaster-affected areas comprises increasing and decreasing trends and stability of the COVID-19 cases during the post-disaster period. More specifically, the geological and the hydrological hazards and the induced disasters negligibly affected the evolution of pandemic in the affected areas, while the hydrometeorological hazards resulted in increasing trends of the post-disaster reported COVID-19 cases in various affected areas.
The detected trends are strongly associated with the pre-existing viral load and infection rate in the disaster-affected areas, to the emergency response actions adapted to adopt provisional measures for the mitigation and elimination of COVID-19 consequences, to demographic features of the affected areas and to the intensity of the induced disasters and their effects on the local population (fatalities and injuries), the natural environment (primary and secondary environmental effects) and the built environment (structural damage to buildings, infrastructures and lifelines).
How to cite: Mavrouli, M., Mavroulis, S., and Lekkas, E.: Impact of natural hazards on the evolving COVID-19 pandemic: cases from Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1731, https://doi.org/10.5194/egusphere-egu21-1731, 2021.
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The first confirmed COVID-19 case was reported in December 2019. Over the first months of 2020, the novel SARS-CoV-2 virus was spread worldwide resulting in the declaration on March 11, 2020 of a global COVID-19 pandemic by the World Health Organization. The evolving pandemic has resulted in over 1900000 fatalities worldwide (as of January 8, 2021), while all sectors of the everyday life has been affected in numerous and varied ways. Natural hazards did not stop for the novel coronavirus. When the natural hazards cross the path of an evolving pandemic, compound emergencies emerge and are characterized by various effects and new unprecedented challenges.
Greece was no exception. Geological, hydrological and meteorological hazards took place in several parts of the country and they affected the local population, the natural and the built environment including buildings, infrastructures and lifelines. Among the most destructive effects in terms of human and economic losses was the March 21, 2020, Mw=5.7, Epirus (northwestern Greece) earthquake, the August 9, 2020, Evia (central Greece) flood, the September 17, 2020, Ianos medicane and the October 30, 2020, Mw=7.0, Samos (Eastern Aegean Sea) earthquake.
In order to identify the potential impact of the aforementioned disasters on the evolution of the COVID-19 pandemic in the disaster-affected areas, the officially reported laboratory-confirmed daily COVID-19 cases for the pre- and post- disaster periods from the disaster-affected areas were used. The impact of disasters in the evolution of the pandemic in the studied disaster-affected areas comprises increasing and decreasing trends and stability of the COVID-19 cases during the post-disaster period. More specifically, the geological and the hydrological hazards and the induced disasters negligibly affected the evolution of pandemic in the affected areas, while the hydrometeorological hazards resulted in increasing trends of the post-disaster reported COVID-19 cases in various affected areas.
The detected trends are strongly associated with the pre-existing viral load and infection rate in the disaster-affected areas, to the emergency response actions adapted to adopt provisional measures for the mitigation and elimination of COVID-19 consequences, to demographic features of the affected areas and to the intensity of the induced disasters and their effects on the local population (fatalities and injuries), the natural environment (primary and secondary environmental effects) and the built environment (structural damage to buildings, infrastructures and lifelines).
How to cite: Mavrouli, M., Mavroulis, S., and Lekkas, E.: Impact of natural hazards on the evolving COVID-19 pandemic: cases from Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1731, https://doi.org/10.5194/egusphere-egu21-1731, 2021.
EGU21-13930 | vPICO presentations | NH4.3
Multi-hazard mitigation challenges during the Covid-19 crisis? Evidence from the tropical regionsIndrajit Pal, Parameshwar Udmale, Sylvia Szabo, Malay Pramanik, and Satya Venkata Sai Aditya Bharawaz Ganni
Across the world, health and disaster managers face the challenge of responding to natural hazards such as cyclones, floods, and droughts while minimizing the impacts of Covid-19. The tropical cyclones and floods affect vulnerable communities and result in losses of life and damages. The drought situations can weaken the agricultural economy and local livelihoods. How these impacts could be amplified by the Covid-19, mainly during the monsoon season, is of great importance for informed-planning. The present study aims to assess exposure to hydro-meteorological hazards (tropical cyclones, floods, and droughts) in terms of the number of people affected, economic activities exposed, and how these hazards superimposed over the Covid-19 pandemic could impact the different phases of disaster risk management cycle. The study focuses on three deltas, namely, Ganges-Brahmaputra-Meghna (GBM) delta spanning over India and Bangladesh, and Red River (RR) and Mekong River (MK) deltas in Vietnam.
Present research found that the GBM delta suffers from frequent cyclones and floods and less with coastal floods and droughts, whereas the MK delta suffers from riverine and coastal floods and droughts. The RR delta faces frequent tropical cyclones, riverine and coastal floods, and droughts. Populations living in Red delta (100%) exposed more to tropical cyclone as compared to GBM (2.22%) and the Mekong delta (0%) with 50-year return period (RP). Similarly, about 36.46 (0.28), 83.24 (47.23), and 72.76 (33.49) % population of the GBM, RR, and MK deltas are exposed to riverine (coastal) flood hazards with 10-year RP, respectively. During May-Aug 2020, a maximum of 0.76, 100, and 33.49 % population in a month was exposed to meteorological drought (SPI3 below -1) in the GBM, RR, and MK deltas, respectively.
The results include probabilistic exposure of urban area, cropland, livestock, and GDP to major hydro-meteorological hazards on a similar line. In the second part, the study explores the number of Covid-19 cases reported at the administrative level 2 and draws qualitative inferences on how tackling multi-hazards in the deltas could have become more challenging during the ongoing pandemic and vice versa. The study recommends that the pandemic has resulted in an urgent need to incorporate health emergency disasters while designing hydro-meteorological disaster management plans.
How to cite: Pal, I., Udmale, P., Szabo, S., Pramanik, M., and Ganni, S. V. S. A. B.: Multi-hazard mitigation challenges during the Covid-19 crisis? Evidence from the tropical regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13930, https://doi.org/10.5194/egusphere-egu21-13930, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Across the world, health and disaster managers face the challenge of responding to natural hazards such as cyclones, floods, and droughts while minimizing the impacts of Covid-19. The tropical cyclones and floods affect vulnerable communities and result in losses of life and damages. The drought situations can weaken the agricultural economy and local livelihoods. How these impacts could be amplified by the Covid-19, mainly during the monsoon season, is of great importance for informed-planning. The present study aims to assess exposure to hydro-meteorological hazards (tropical cyclones, floods, and droughts) in terms of the number of people affected, economic activities exposed, and how these hazards superimposed over the Covid-19 pandemic could impact the different phases of disaster risk management cycle. The study focuses on three deltas, namely, Ganges-Brahmaputra-Meghna (GBM) delta spanning over India and Bangladesh, and Red River (RR) and Mekong River (MK) deltas in Vietnam.
Present research found that the GBM delta suffers from frequent cyclones and floods and less with coastal floods and droughts, whereas the MK delta suffers from riverine and coastal floods and droughts. The RR delta faces frequent tropical cyclones, riverine and coastal floods, and droughts. Populations living in Red delta (100%) exposed more to tropical cyclone as compared to GBM (2.22%) and the Mekong delta (0%) with 50-year return period (RP). Similarly, about 36.46 (0.28), 83.24 (47.23), and 72.76 (33.49) % population of the GBM, RR, and MK deltas are exposed to riverine (coastal) flood hazards with 10-year RP, respectively. During May-Aug 2020, a maximum of 0.76, 100, and 33.49 % population in a month was exposed to meteorological drought (SPI3 below -1) in the GBM, RR, and MK deltas, respectively.
The results include probabilistic exposure of urban area, cropland, livestock, and GDP to major hydro-meteorological hazards on a similar line. In the second part, the study explores the number of Covid-19 cases reported at the administrative level 2 and draws qualitative inferences on how tackling multi-hazards in the deltas could have become more challenging during the ongoing pandemic and vice versa. The study recommends that the pandemic has resulted in an urgent need to incorporate health emergency disasters while designing hydro-meteorological disaster management plans.
How to cite: Pal, I., Udmale, P., Szabo, S., Pramanik, M., and Ganni, S. V. S. A. B.: Multi-hazard mitigation challenges during the Covid-19 crisis? Evidence from the tropical regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13930, https://doi.org/10.5194/egusphere-egu21-13930, 2021.
EGU21-13418 | vPICO presentations | NH4.3 | Highlight
ML5.5 and ML6.2 earthquakes in central Croatia during COVID-19 pandemicsIva Dasović and Marijan Herak
In 2020, central part of Croatia was struck by two major earthquakes: on 22 March in Zagreb and on 29 December near Petrinja. Both earthquakes happened while country was in COVID-19 „lockdown“.
Magnitude ML5.5 earthquake occurred on Sunday morning at 5:24 UTC (6:24 CET) with the epicentre at Medvednica Mt., in the Zagreb's outskirts, just 7 km to the north of the centre of the Croatian capital. The intensity in the epicentre and in the historic centre was estimated as VII EMS, and a young girl lost her life. The earthquake struck just a day after public transport was suspended for 30 days, three days after public gatherings of more than five people were forbidden, the restaurants, shops (except for groceries, hygienic and other necessary items) and cultural institutions were closed, and six days after closure of schools and universities. A day after the main event, people were forbidden to leave their city/town/municipality of residence without written permission of local government. At that time, Croatian “lockdown” was described as one of the strictest ones in EU.
On Tuesday 29 December 2020 at 11:19 UTC (12:19 CET) a magnitude ML6.2 (MW6.4) earthquake occurred in rural area of central Croatia, near town of Petrinja. It was preceeded by magnitude ML5.0 and ML4.7 events a day before. These events caused significant damage to buildings in Petrinja and Glina and the surrounding villages. The highest intensity was estimated as VIII–IX EMS and seven people lost their lives. This sequence happened also during the “lockdown” due to COVID-19 pandemics with strict measures imposed on 21 December 2020, some of which were cancelled after the mainshock.
We will discuss events and processes that followed these strong earthquakes and how having to deal with two damaging events only nine months apart and in the unusual pandemic-related circumstances affected our work as seismologists but also our “everyday” lives.
How to cite: Dasović, I. and Herak, M.: ML5.5 and ML6.2 earthquakes in central Croatia during COVID-19 pandemics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13418, https://doi.org/10.5194/egusphere-egu21-13418, 2021.
In 2020, central part of Croatia was struck by two major earthquakes: on 22 March in Zagreb and on 29 December near Petrinja. Both earthquakes happened while country was in COVID-19 „lockdown“.
Magnitude ML5.5 earthquake occurred on Sunday morning at 5:24 UTC (6:24 CET) with the epicentre at Medvednica Mt., in the Zagreb's outskirts, just 7 km to the north of the centre of the Croatian capital. The intensity in the epicentre and in the historic centre was estimated as VII EMS, and a young girl lost her life. The earthquake struck just a day after public transport was suspended for 30 days, three days after public gatherings of more than five people were forbidden, the restaurants, shops (except for groceries, hygienic and other necessary items) and cultural institutions were closed, and six days after closure of schools and universities. A day after the main event, people were forbidden to leave their city/town/municipality of residence without written permission of local government. At that time, Croatian “lockdown” was described as one of the strictest ones in EU.
On Tuesday 29 December 2020 at 11:19 UTC (12:19 CET) a magnitude ML6.2 (MW6.4) earthquake occurred in rural area of central Croatia, near town of Petrinja. It was preceeded by magnitude ML5.0 and ML4.7 events a day before. These events caused significant damage to buildings in Petrinja and Glina and the surrounding villages. The highest intensity was estimated as VIII–IX EMS and seven people lost their lives. This sequence happened also during the “lockdown” due to COVID-19 pandemics with strict measures imposed on 21 December 2020, some of which were cancelled after the mainshock.
We will discuss events and processes that followed these strong earthquakes and how having to deal with two damaging events only nine months apart and in the unusual pandemic-related circumstances affected our work as seismologists but also our “everyday” lives.
How to cite: Dasović, I. and Herak, M.: ML5.5 and ML6.2 earthquakes in central Croatia during COVID-19 pandemics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13418, https://doi.org/10.5194/egusphere-egu21-13418, 2021.
NH4.4 – Pattern recognition and statistical models applied to earthquake occurrence
EGU21-8120 | vPICO presentations | NH4.4
A Bayesian Framework for Aftershock Forecasting and TestingRobert Shcherbakov
Earthquakes trigger subsequent earthquakes. They form clusters and swarms in space and in time. This is a direct manifestation of the non-Poisson behavior in the occurrence of earthquakes, where earthquake magnitudes and time intervals between successive events are not independent and are influenced by past seismicity. As a result, the distribution of the number of earthquakes is no longer strictly Poisson and the statistics of the largest events deviate from the GEV distribution. In statistical seismology, the occurrence of earthquakes is typically approximated by a stochastic marked point process. Among different models, the ETAS model is the most successful in reproducing several key aspects of seismicity. Recent analysis suggests that the ETAS model generates sequences of events which are not Poisson. This becomes important when the ETAS based models are used for earthquake forecasting (Shcherbakov et al., Nature Comms., 2019). In this work, I consider the Bayesian framework combined with the ETAS model to constrain the magnitudes of the largest expected aftershocks during a future forecasting time interval. This includes the MCMC sampling of the posterior distribution of the ETAS parameters and computation of the Bayesian predictive distribution for the magnitudes of the largest expected events. To validate the forecasts, the statistical tests developed by the CSEP are reformulated for the Bayesian framework. In addition, I define and compute the Bayesian p-value to evaluate the consistency of the forecasted extreme earthquakes during each forecasting time interval. The Bayesian p-value gives the probability that the largest forecasted earthquake can be more extreme than the observed one. The suggested approach is applied to the recent 2019 Ridgecrest earthquake sequence to forecast retrospectively the occurrence of the largest aftershocks (Shcherbakov, JGR, 2021). The results indicate that the Bayesian approach combined with the ETAS model outperformed the approach based on the Poisson assumption, which uses the extreme value distribution and the Omori law.
How to cite: Shcherbakov, R.: A Bayesian Framework for Aftershock Forecasting and Testing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8120, https://doi.org/10.5194/egusphere-egu21-8120, 2021.
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Earthquakes trigger subsequent earthquakes. They form clusters and swarms in space and in time. This is a direct manifestation of the non-Poisson behavior in the occurrence of earthquakes, where earthquake magnitudes and time intervals between successive events are not independent and are influenced by past seismicity. As a result, the distribution of the number of earthquakes is no longer strictly Poisson and the statistics of the largest events deviate from the GEV distribution. In statistical seismology, the occurrence of earthquakes is typically approximated by a stochastic marked point process. Among different models, the ETAS model is the most successful in reproducing several key aspects of seismicity. Recent analysis suggests that the ETAS model generates sequences of events which are not Poisson. This becomes important when the ETAS based models are used for earthquake forecasting (Shcherbakov et al., Nature Comms., 2019). In this work, I consider the Bayesian framework combined with the ETAS model to constrain the magnitudes of the largest expected aftershocks during a future forecasting time interval. This includes the MCMC sampling of the posterior distribution of the ETAS parameters and computation of the Bayesian predictive distribution for the magnitudes of the largest expected events. To validate the forecasts, the statistical tests developed by the CSEP are reformulated for the Bayesian framework. In addition, I define and compute the Bayesian p-value to evaluate the consistency of the forecasted extreme earthquakes during each forecasting time interval. The Bayesian p-value gives the probability that the largest forecasted earthquake can be more extreme than the observed one. The suggested approach is applied to the recent 2019 Ridgecrest earthquake sequence to forecast retrospectively the occurrence of the largest aftershocks (Shcherbakov, JGR, 2021). The results indicate that the Bayesian approach combined with the ETAS model outperformed the approach based on the Poisson assumption, which uses the extreme value distribution and the Omori law.
How to cite: Shcherbakov, R.: A Bayesian Framework for Aftershock Forecasting and Testing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8120, https://doi.org/10.5194/egusphere-egu21-8120, 2021.
EGU21-8220 | vPICO presentations | NH4.4
Application of the Foreshock Traffic Light System to the 2019 Ridgecrest sequenceLaura Gulia, Stefan Wiemer, and Gianfranco Vannucci
EGU21-4381 | vPICO presentations | NH4.4
Strong following earthquake forecasting by a pattern recognition approach in CaliforniaStefania Gentili and Rita Di Giovambattista
During seismic clusters, strong earthquakes (e.g. the mainshocks) are sometimes followed by another strong following earthquake, very dangerous because it strikes already damaged structures. To forecast the occurrence of such subsequent large earthquakes (SLE), we proposed a pattern recognition approach based on seismological features. The method, called NESTORE, has been successfully applied to northeastern Italy and western Slovenia (Gentili and Di Giovambattista, 2020) and to all of Italy (Gentili and Di Giovambattista, 2017). In this study, we will present the results of the application of NESTORE to California seismicity. NESTORE method is adaptive and depends on the region analyzed. During the supervised training phase, some features are selected as the best-performing ones in the analyzed area, which will be used for classification. Tests of this method demonstrate good performance for California seismicity.
How to cite: Gentili, S. and Di Giovambattista, R.: Strong following earthquake forecasting by a pattern recognition approach in California , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4381, https://doi.org/10.5194/egusphere-egu21-4381, 2021.
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During seismic clusters, strong earthquakes (e.g. the mainshocks) are sometimes followed by another strong following earthquake, very dangerous because it strikes already damaged structures. To forecast the occurrence of such subsequent large earthquakes (SLE), we proposed a pattern recognition approach based on seismological features. The method, called NESTORE, has been successfully applied to northeastern Italy and western Slovenia (Gentili and Di Giovambattista, 2020) and to all of Italy (Gentili and Di Giovambattista, 2017). In this study, we will present the results of the application of NESTORE to California seismicity. NESTORE method is adaptive and depends on the region analyzed. During the supervised training phase, some features are selected as the best-performing ones in the analyzed area, which will be used for classification. Tests of this method demonstrate good performance for California seismicity.
How to cite: Gentili, S. and Di Giovambattista, R.: Strong following earthquake forecasting by a pattern recognition approach in California , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4381, https://doi.org/10.5194/egusphere-egu21-4381, 2021.
EGU21-3452 | vPICO presentations | NH4.4
Improving earthquake doublet rate predictions in ETAS by using modified spatial trigger distributionsChristian Grimm, Martin Käser, Sebastian Hainzl, Marco Pagani, and Helmut Küchenhoff
Earthquake sequences add significant hazard beyond the solely declustered perspective of common probabilistic seismic hazard analysis (PSHA). A particularly strong driver for both social and economic losses are so-called earthquake doublets (more generally multiplets), i.e. sequences of two (or more) comparatively large events in spatial and temporal proximity. Not differentiating between foreshocks and aftershocks, we hypothesize three main drivers of doublet occurrence: (1) the number of direct aftershocks triggered by an earthquake; (2) the underlying, independent background seismicity in the same time-space window; and (3) the magnitude size distribution of triggered events (in contrast to independent events). We tested synthetic catalogs simulated by a common, isotropic epidemic type aftershock sequence (ETAS) model for both Japan and Southern California. Our findings show that the standard ETAS approach dramatically underestimates doublet frequencies compared to observations in historical catalogs. Among others, the results partially smooth out pronounced peaks of temporal and spatial event clustering. Focusing on the impact on direct aftershock productivity, we propose two modifications of the ETAS spatial kernel in order to improve doublet rate predictions: (a) a restriction of the spatial function to a maximum distance of 2.5 estimated rupture lengths; (b) an anisotropic function with contour lines constructed by a box with two semicircular ends around the estimated rupture line. The restriction of the spatial extent shifts triggering potential from weaker to stronger events and in consequence improves doublet rate predictions for larger events. However, this improvement goes at the cost of a weaker overall model fit according to AIC. The anisotropic models improve the overall model fit, but have minor impact on doublet occurrence rate predictions.
How to cite: Grimm, C., Käser, M., Hainzl, S., Pagani, M., and Küchenhoff, H.: Improving earthquake doublet rate predictions in ETAS by using modified spatial trigger distributions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3452, https://doi.org/10.5194/egusphere-egu21-3452, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Earthquake sequences add significant hazard beyond the solely declustered perspective of common probabilistic seismic hazard analysis (PSHA). A particularly strong driver for both social and economic losses are so-called earthquake doublets (more generally multiplets), i.e. sequences of two (or more) comparatively large events in spatial and temporal proximity. Not differentiating between foreshocks and aftershocks, we hypothesize three main drivers of doublet occurrence: (1) the number of direct aftershocks triggered by an earthquake; (2) the underlying, independent background seismicity in the same time-space window; and (3) the magnitude size distribution of triggered events (in contrast to independent events). We tested synthetic catalogs simulated by a common, isotropic epidemic type aftershock sequence (ETAS) model for both Japan and Southern California. Our findings show that the standard ETAS approach dramatically underestimates doublet frequencies compared to observations in historical catalogs. Among others, the results partially smooth out pronounced peaks of temporal and spatial event clustering. Focusing on the impact on direct aftershock productivity, we propose two modifications of the ETAS spatial kernel in order to improve doublet rate predictions: (a) a restriction of the spatial function to a maximum distance of 2.5 estimated rupture lengths; (b) an anisotropic function with contour lines constructed by a box with two semicircular ends around the estimated rupture line. The restriction of the spatial extent shifts triggering potential from weaker to stronger events and in consequence improves doublet rate predictions for larger events. However, this improvement goes at the cost of a weaker overall model fit according to AIC. The anisotropic models improve the overall model fit, but have minor impact on doublet occurrence rate predictions.
How to cite: Grimm, C., Käser, M., Hainzl, S., Pagani, M., and Küchenhoff, H.: Improving earthquake doublet rate predictions in ETAS by using modified spatial trigger distributions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3452, https://doi.org/10.5194/egusphere-egu21-3452, 2021.
EGU21-13905 | vPICO presentations | NH4.4
Rx TimeMachine: A global pseudoprospective earthquake forecast database for training and ranking predictive algorithmsYavor Kamer, Shyam Nandan, Stefan Hiemer, Guy Ouillon, and Didier Sornette
Recent advances in machine learning and pattern recognition methods have propagated into various applications in seismology. Phase picking, earthquake location, anomaly detection and classification applications have benefited also from the increased availability of cloud computing and open-source software libraries. However, applications of these new techniques to the problems of earthquake forecasting and prediction have remained relatively stagnant.
The main challenges in this regard have been the testing and validation of the proposed methods. While there are established metrics to quantify the performance of algorithms in common pattern recognition and classification problems, the earthquake prediction problem requires a properly defined reference (null) model to establish the information gain of a proposed algorithm. This complicates the development of new methods, as researchers are required to develop not only a novel algorithm but also a sufficiently robust null model to test it against.
We propose a solution to this problem. We have recently introduced a global real-time earthquake forecasting model that can provide occurrence probabilities for a user defined time-space-magnitude window anywhere on the globe (Nandan et al. 2020). In addition, we have proposed the Information Ratio (IR) metric that can rank algorithms producing alarm based deterministic predictions as well as those producing probabilistic forecasts (Kamer et al. 2020). To provide the community with a retrospective benchmark, we have run our model in a pseudoprospective fashion for the last 30 years (1990-2020). We have calculated and stored the earthquake occurrence probabilities for each day, for the whole globe (at ~40km resolution) for various time-space windows (7 to 30 days, 75 to 300 km). These can be queried programmatically via an Application Programmable Interface (API) allowing model developers to train and test their algorithms retrospectively. Here we shall present how the Rx TimeMachine API is used for the training of a simple pattern recognition algorithm and show the algorithm's prospective predictive performance.
Nandan, S., Kamer, Y., Ouillon, G., Hiemer, S., Sornette, D. (2020). Global models for short-term earthquake forecasting and predictive skill assessment. European Physical Journal ST. doi: 10.1140/epjst/e2020-000259-3
Kamer, Y., Nandan, S., Ouillon, G., Hiemer, S., Sornette, D. (2020). Democratizing earthquake predictability research: introducing the RichterX platform. European Physical Journal ST. doi: 10.1140/epjst/e2020-000260-2
How to cite: Kamer, Y., Nandan, S., Hiemer, S., Ouillon, G., and Sornette, D.: Rx TimeMachine: A global pseudoprospective earthquake forecast database for training and ranking predictive algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13905, https://doi.org/10.5194/egusphere-egu21-13905, 2021.
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Recent advances in machine learning and pattern recognition methods have propagated into various applications in seismology. Phase picking, earthquake location, anomaly detection and classification applications have benefited also from the increased availability of cloud computing and open-source software libraries. However, applications of these new techniques to the problems of earthquake forecasting and prediction have remained relatively stagnant.
The main challenges in this regard have been the testing and validation of the proposed methods. While there are established metrics to quantify the performance of algorithms in common pattern recognition and classification problems, the earthquake prediction problem requires a properly defined reference (null) model to establish the information gain of a proposed algorithm. This complicates the development of new methods, as researchers are required to develop not only a novel algorithm but also a sufficiently robust null model to test it against.
We propose a solution to this problem. We have recently introduced a global real-time earthquake forecasting model that can provide occurrence probabilities for a user defined time-space-magnitude window anywhere on the globe (Nandan et al. 2020). In addition, we have proposed the Information Ratio (IR) metric that can rank algorithms producing alarm based deterministic predictions as well as those producing probabilistic forecasts (Kamer et al. 2020). To provide the community with a retrospective benchmark, we have run our model in a pseudoprospective fashion for the last 30 years (1990-2020). We have calculated and stored the earthquake occurrence probabilities for each day, for the whole globe (at ~40km resolution) for various time-space windows (7 to 30 days, 75 to 300 km). These can be queried programmatically via an Application Programmable Interface (API) allowing model developers to train and test their algorithms retrospectively. Here we shall present how the Rx TimeMachine API is used for the training of a simple pattern recognition algorithm and show the algorithm's prospective predictive performance.
Nandan, S., Kamer, Y., Ouillon, G., Hiemer, S., Sornette, D. (2020). Global models for short-term earthquake forecasting and predictive skill assessment. European Physical Journal ST. doi: 10.1140/epjst/e2020-000259-3
Kamer, Y., Nandan, S., Ouillon, G., Hiemer, S., Sornette, D. (2020). Democratizing earthquake predictability research: introducing the RichterX platform. European Physical Journal ST. doi: 10.1140/epjst/e2020-000260-2
How to cite: Kamer, Y., Nandan, S., Hiemer, S., Ouillon, G., and Sornette, D.: Rx TimeMachine: A global pseudoprospective earthquake forecast database for training and ranking predictive algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13905, https://doi.org/10.5194/egusphere-egu21-13905, 2021.
EGU21-4321 | vPICO presentations | NH4.4
Forecasting the Preparatory Phase of Induced Earthquakes by Recurrent Neural NetworkAntonio Giovanni Iaccarino and Matteo Picozzi
Earthquakes prediction is considered the holy grail of seismology. After almost a century of efforts without convincing results, the recent raise of machine learning (ML) methods in conjunction with the deployment of dense seismic networks has boosted new hope in this field. Even if large earthquakes still occur unanticipated, recent laboratory, field and theoretical studies support the existence of a preparatory phase preceding earthquakes, where small and stable ruptures progressively develop into an unstable and confined zone around the future hypocenter. The problem of recognizing the preparatory phase of earthquakes is of critical importance for mitigating seismic risk for both natural and induced events. Here, we focus on the induced seismicity at The Geysers geothermal field in California. We address the preparatory phase of M~4 earthquakes identification problem by developing a ML approach based on features computed from catalogues, which are used to train a Recurrent Neural Network (RNN). We show that RNN successfully reveal the preparation of M~4 earthquakes. These results confirm the potential of monitoring induced microseismicity and should encourage new research also in predictability of natural earthquakes.
How to cite: Iaccarino, A. G. and Picozzi, M.: Forecasting the Preparatory Phase of Induced Earthquakes by Recurrent Neural Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4321, https://doi.org/10.5194/egusphere-egu21-4321, 2021.
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Earthquakes prediction is considered the holy grail of seismology. After almost a century of efforts without convincing results, the recent raise of machine learning (ML) methods in conjunction with the deployment of dense seismic networks has boosted new hope in this field. Even if large earthquakes still occur unanticipated, recent laboratory, field and theoretical studies support the existence of a preparatory phase preceding earthquakes, where small and stable ruptures progressively develop into an unstable and confined zone around the future hypocenter. The problem of recognizing the preparatory phase of earthquakes is of critical importance for mitigating seismic risk for both natural and induced events. Here, we focus on the induced seismicity at The Geysers geothermal field in California. We address the preparatory phase of M~4 earthquakes identification problem by developing a ML approach based on features computed from catalogues, which are used to train a Recurrent Neural Network (RNN). We show that RNN successfully reveal the preparation of M~4 earthquakes. These results confirm the potential of monitoring induced microseismicity and should encourage new research also in predictability of natural earthquakes.
How to cite: Iaccarino, A. G. and Picozzi, M.: Forecasting the Preparatory Phase of Induced Earthquakes by Recurrent Neural Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4321, https://doi.org/10.5194/egusphere-egu21-4321, 2021.
EGU21-8277 | vPICO presentations | NH4.4
Earthquake clusters expected from bare statistics: How bursts and swarms emerge from exogenous and epidemic aftershock processes.Jordi Baro
Earthquake catalogs exhibit strong spatio-temporal correlations. As such, earthquakes are often classified into clusters of correlated activity. Clusters themselves are traditionally classified in two different kinds: (i) bursts, with a clear hierarchical structure between a single strong mainshock, preceded by a few foreshocks and followed by a power-law decaying aftershock sequence, and (ii) swarms, exhibiting a non-trivial activity rate that cannot be reduced to such a simple hierarchy between events.
The Epidemic Aftershock Sequence (ETAS) model is a linear Hawkes point process able to reproduce earthquake clusters from empirical statistical laws [Ogata, 1998]. Although not always explicit, the ETAS model is often interpreted as the outcome of a background activity driven by external forces and a Galton-Watson branching process with one-to-one causal links between events [Saichev et al., 2005]. Declustering techniques based on field observations [Baiesi & Paczuski, 2004] can be used to infer the most likely causal links between events in a cluster. Following this method, Zaliapin and Ben‐Zion (2013) determined the statistical properties of earthquake clusters characterizing bursts and swarms, finding a relationship between the predominant cluster-class and the heat flow in seismic regions.
Here, I show how the statistical properties of clusters are related to the fundamental statistics of the underlying seismogenic process, modeled in two point-process paradigms [Baró, 2020].
The classification of clusters into bursts and swarms appears naturally in the standard ETAS model with homogeneous rates and are determined by the average branching ratio (nb) and the ratio between exponents α and b characterizing the production of aftershocks and the distribution of magnitudes, respectively. The scale-free ETAS model, equivalent to the BASS model [Turcotte, et al., 2007], and usual in cold active tectonic regions, is imposed by α=b and reproduces bursts. In contrast, by imposing α<0.5b, we recover the properties of swarms, characteristic of regions with high heat flow.
Alternatively, the same declustering methodology applied to a non-homogeneous Poisson process with a non-factorizable intensity, i.e. in absence of causal links, recovers swarms with α=0, i.e. a Poisson Galton-Watson process, with similar statistical properties to the ETAS model in the regime α<0.5b.
Therefore, while bursts are likely to represent actual causal links between events, swarms can either denote causal links with low α/b ratio or variations of the background rate caused by exogenous processes introducing local and transient stress changes. Furthermore, the redundancy in the statistical laws can be used to test the hypotheses posed by the ETAS model as a memory‐less branching process.
References:
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Baiesi, M., & Paczuski, M. (2004). Physical Review E, 69, 66,106. doi:10.1103/PhysRevE.69.066106.
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Baró, J. (2020). Journal of Geophysical Research: Solid Earth, 125, e2019JB018530. doi:10.1029/2019JB018530.
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Ogata, Y. (1998) Annals of the Institute of Statistical Mathematics, 50(2), 379–402. doi:10.1023/A:1003403601725.
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Saichev, A., Helmstetter, A. & Sornette, D. (2005) Pure appl. geophys. 162, 1113–1134. doi:10.1007/s00024-004-2663-6.
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Turcotte, D. L., Holliday, J. R., and Rundle, J. B. (2007), Geophys. Res. Lett., 34, L12303, doi:10.1029/2007GL029696.
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Zaliapin, I., and Ben‐Zion, Y. (2013), J. Geophys. Res. Solid Earth, 118, 2865– 2877, doi:10.1002/jgrb.50178.
How to cite: Baro, J.: Earthquake clusters expected from bare statistics: How bursts and swarms emerge from exogenous and epidemic aftershock processes., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8277, https://doi.org/10.5194/egusphere-egu21-8277, 2021.
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Earthquake catalogs exhibit strong spatio-temporal correlations. As such, earthquakes are often classified into clusters of correlated activity. Clusters themselves are traditionally classified in two different kinds: (i) bursts, with a clear hierarchical structure between a single strong mainshock, preceded by a few foreshocks and followed by a power-law decaying aftershock sequence, and (ii) swarms, exhibiting a non-trivial activity rate that cannot be reduced to such a simple hierarchy between events.
The Epidemic Aftershock Sequence (ETAS) model is a linear Hawkes point process able to reproduce earthquake clusters from empirical statistical laws [Ogata, 1998]. Although not always explicit, the ETAS model is often interpreted as the outcome of a background activity driven by external forces and a Galton-Watson branching process with one-to-one causal links between events [Saichev et al., 2005]. Declustering techniques based on field observations [Baiesi & Paczuski, 2004] can be used to infer the most likely causal links between events in a cluster. Following this method, Zaliapin and Ben‐Zion (2013) determined the statistical properties of earthquake clusters characterizing bursts and swarms, finding a relationship between the predominant cluster-class and the heat flow in seismic regions.
Here, I show how the statistical properties of clusters are related to the fundamental statistics of the underlying seismogenic process, modeled in two point-process paradigms [Baró, 2020].
The classification of clusters into bursts and swarms appears naturally in the standard ETAS model with homogeneous rates and are determined by the average branching ratio (nb) and the ratio between exponents α and b characterizing the production of aftershocks and the distribution of magnitudes, respectively. The scale-free ETAS model, equivalent to the BASS model [Turcotte, et al., 2007], and usual in cold active tectonic regions, is imposed by α=b and reproduces bursts. In contrast, by imposing α<0.5b, we recover the properties of swarms, characteristic of regions with high heat flow.
Alternatively, the same declustering methodology applied to a non-homogeneous Poisson process with a non-factorizable intensity, i.e. in absence of causal links, recovers swarms with α=0, i.e. a Poisson Galton-Watson process, with similar statistical properties to the ETAS model in the regime α<0.5b.
Therefore, while bursts are likely to represent actual causal links between events, swarms can either denote causal links with low α/b ratio or variations of the background rate caused by exogenous processes introducing local and transient stress changes. Furthermore, the redundancy in the statistical laws can be used to test the hypotheses posed by the ETAS model as a memory‐less branching process.
References:
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Baiesi, M., & Paczuski, M. (2004). Physical Review E, 69, 66,106. doi:10.1103/PhysRevE.69.066106.
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Baró, J. (2020). Journal of Geophysical Research: Solid Earth, 125, e2019JB018530. doi:10.1029/2019JB018530.
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Ogata, Y. (1998) Annals of the Institute of Statistical Mathematics, 50(2), 379–402. doi:10.1023/A:1003403601725.
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Saichev, A., Helmstetter, A. & Sornette, D. (2005) Pure appl. geophys. 162, 1113–1134. doi:10.1007/s00024-004-2663-6.
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Turcotte, D. L., Holliday, J. R., and Rundle, J. B. (2007), Geophys. Res. Lett., 34, L12303, doi:10.1029/2007GL029696.
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Zaliapin, I., and Ben‐Zion, Y. (2013), J. Geophys. Res. Solid Earth, 118, 2865– 2877, doi:10.1002/jgrb.50178.
How to cite: Baro, J.: Earthquake clusters expected from bare statistics: How bursts and swarms emerge from exogenous and epidemic aftershock processes., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8277, https://doi.org/10.5194/egusphere-egu21-8277, 2021.
EGU21-3523 | vPICO presentations | NH4.4
ETAS Space time modelling of Chile induced seismicity using covariates.Marcello Chiodi, Orietta Nicolis, Giada Adelfio, Nicoletta D'angelo, and Alex Gonzàlez
Chilean seismic activity is among the strongest ones in the world. As already shown in previous papers, seismic activity can be usefully described by a space-time branching process, like the ETAS (Epidemic Type Aftershock Sequences) model, which is a semiparametric model with a large time scale component for the background seismicity and a small time scale component for the induced seismicity. The large-scale component intensity function is usually estimated by nonparametric techniques, specifically in our paper we used the Forward Likelihood Predictive approach (FLP); the induced seismicity is modelled with a parametric space-time function. In classical ETAS models the expected number of induced events depends only on the magnitude of the main event. From a statistical point of view, forecast of induced seismicity can be performed in the days following a big event; of course the estimation of this component is very important to forecast the evolution, in space and time domain, of a seismic sequence. Together with magnitude, to explain the expected number of induced events we also used other covariates. According to this formulation, the expected number of events induced by event Ei is a function of a linear predictor ηi=xiβ, where xi is the vector of covariates observed for the i-th event (the first is usually the magnitude mi), and β is a vector of parameters to be estimated together with the other parametric and nonparametric components of the ETAS model. We obtained some interesting result using some covariates related to the depth of events and to some GPS measurement, corresponding to earth movement observed before main events. We find that some of these models can improve the description and the forecasting of the induced seismicity in Chile, after a subdivision of the country in different spatial regions. We used open-source software (R package etasFLP) to perform the semiparametric estimation of the ETAS model with covariates.
How to cite: Chiodi, M., Nicolis, O., Adelfio, G., D'angelo, N., and Gonzàlez, A.: ETAS Space time modelling of Chile induced seismicity using covariates., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3523, https://doi.org/10.5194/egusphere-egu21-3523, 2021.
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Chilean seismic activity is among the strongest ones in the world. As already shown in previous papers, seismic activity can be usefully described by a space-time branching process, like the ETAS (Epidemic Type Aftershock Sequences) model, which is a semiparametric model with a large time scale component for the background seismicity and a small time scale component for the induced seismicity. The large-scale component intensity function is usually estimated by nonparametric techniques, specifically in our paper we used the Forward Likelihood Predictive approach (FLP); the induced seismicity is modelled with a parametric space-time function. In classical ETAS models the expected number of induced events depends only on the magnitude of the main event. From a statistical point of view, forecast of induced seismicity can be performed in the days following a big event; of course the estimation of this component is very important to forecast the evolution, in space and time domain, of a seismic sequence. Together with magnitude, to explain the expected number of induced events we also used other covariates. According to this formulation, the expected number of events induced by event Ei is a function of a linear predictor ηi=xiβ, where xi is the vector of covariates observed for the i-th event (the first is usually the magnitude mi), and β is a vector of parameters to be estimated together with the other parametric and nonparametric components of the ETAS model. We obtained some interesting result using some covariates related to the depth of events and to some GPS measurement, corresponding to earth movement observed before main events. We find that some of these models can improve the description and the forecasting of the induced seismicity in Chile, after a subdivision of the country in different spatial regions. We used open-source software (R package etasFLP) to perform the semiparametric estimation of the ETAS model with covariates.
How to cite: Chiodi, M., Nicolis, O., Adelfio, G., D'angelo, N., and Gonzàlez, A.: ETAS Space time modelling of Chile induced seismicity using covariates., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3523, https://doi.org/10.5194/egusphere-egu21-3523, 2021.
EGU21-3176 | vPICO presentations | NH4.4
A modified Coulomb failure seismicity model to study earthquake occurrence and frequency-magnitude distributionsTorsten Dahm
The linear Coulomb failure (LCM) and the rate-and-state model (RSM) are two widely-used physics-based seismicity models both assuming Coulomb stress changes acting on pre-existing populations of faults. While both predict background earthquake rates and time-dependent stress effects, only the RSM can additionally explain the time-dependent triggering of aftershocks.
We develop a modified effective media Coulomb model which accounts for the possibility of earthquake nucleation and retarded triggering of rupture. The new model has only two independent parameters and explains all statistical features of seismicity equally well as the RMS, but is simpler in its concept and provides insights in the possible nature of time-dependent frequency-magnitude distributions. Some of the statistical predictions are different compared to the RSM or LCM. For instance, the model domain is not limited to positive earthquake background or stressing rates; it can also simulate seismicity under zero stressing assumptions. The increase of background seismicity with tectonic stressing is nonlinear, different to the other models, and may even saturate if the tectonic stress loading is very strong. The Omori aftershock decay is predicted in the new model with an exponent of p=1 also for time periods much larger than the aftershock decay time, however, the productivity factor K is time dependent with a very slow exponential attenuation. The attenuation may explain the apparent variation of p in observed aftershock sequences. Interesting is also that the new model predicts a co-seismic peak of triggered aftershocks, which depends on the magnitude of the stress step and does not influence the attenuation of aftershocks following the stress step. It could be a physical explanation for the c-value in Omori’s law, the origin of which is still under discussion.
We compare the new model to RSM and LCM and discuss the possible implications for earthquake clustering and frequency magnitude distributions.
How to cite: Dahm, T.: A modified Coulomb failure seismicity model to study earthquake occurrence and frequency-magnitude distributions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3176, https://doi.org/10.5194/egusphere-egu21-3176, 2021.
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The linear Coulomb failure (LCM) and the rate-and-state model (RSM) are two widely-used physics-based seismicity models both assuming Coulomb stress changes acting on pre-existing populations of faults. While both predict background earthquake rates and time-dependent stress effects, only the RSM can additionally explain the time-dependent triggering of aftershocks.
We develop a modified effective media Coulomb model which accounts for the possibility of earthquake nucleation and retarded triggering of rupture. The new model has only two independent parameters and explains all statistical features of seismicity equally well as the RMS, but is simpler in its concept and provides insights in the possible nature of time-dependent frequency-magnitude distributions. Some of the statistical predictions are different compared to the RSM or LCM. For instance, the model domain is not limited to positive earthquake background or stressing rates; it can also simulate seismicity under zero stressing assumptions. The increase of background seismicity with tectonic stressing is nonlinear, different to the other models, and may even saturate if the tectonic stress loading is very strong. The Omori aftershock decay is predicted in the new model with an exponent of p=1 also for time periods much larger than the aftershock decay time, however, the productivity factor K is time dependent with a very slow exponential attenuation. The attenuation may explain the apparent variation of p in observed aftershock sequences. Interesting is also that the new model predicts a co-seismic peak of triggered aftershocks, which depends on the magnitude of the stress step and does not influence the attenuation of aftershocks following the stress step. It could be a physical explanation for the c-value in Omori’s law, the origin of which is still under discussion.
We compare the new model to RSM and LCM and discuss the possible implications for earthquake clustering and frequency magnitude distributions.
How to cite: Dahm, T.: A modified Coulomb failure seismicity model to study earthquake occurrence and frequency-magnitude distributions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3176, https://doi.org/10.5194/egusphere-egu21-3176, 2021.
EGU21-11966 | vPICO presentations | NH4.4
Classification of earthquake repeaters in the central Ionian Islands areaAnastasios Kostoglou, Polyzois Bountzis, Vasileios Karakostas, and Eleftheria Papadimitriou
The central Ionian Islands area accommodates remarkable seismic activity with frequent strong (M>6.0) earthquake occurrence and continuous microseismicity. The dominant seismotectonic characteristic is the Kefalonia Transform Fault Zone (KTFZ), a dextral transform active boundary between oceanic subduction and continental collision, running along the western coastlines of Kefalonia and Lefkada Islands. KTFZ comprises two main fault branches (Kefalonia and Lefkada) connected with a step over zone in between. In the past 20 years, four strong earthquakes ruptured the Lefkada (06/08/2003–M6.5 and 17/11/2015–M6.5) and the Kefalonia (20/01/2014–M6.0 and 03/02/2014–M6.1) branches. Their aftershock activity along with the continuous microseismicity and some bursts of seismicity comprising moderate earthquakes, provided the data set proper for detailing seismicity characteristics in the area.
We investigate the identification of repeating earthquakes (repeaters), which are earthquakes with highly similar waveforms caused by rupture of the same fault area, through different clustering approaches, aiming to explore strategies for the discrimination of repeaters in an accurately located dataset. We compiled a catalog of ~15600 manually picked earthquakes in the period 09/2016 – 01/2020. Relocation with the Double Difference method, using cross–correlation differential times, resulted in highly accurate locations with spatial errors ranging from a few tens to a few hundreds of meters.
The establishment of groups of repeaters (multiplets) is discussed based on several approaches. We identify multiplets by grouping event pairs that contain a common event, which is a widely used method, against the application of a density-based clustering algorithm, known as DBSCAN. In DBSCAN events are grouped into multiplets based on their similarity (cross-correlation coefficient), information which is provided through a distance matrix of all event pairs whose elements correspond to zero when their cross-correlation coefficient is equal to one and so forth. A multiplet is created when an event is directly connected with at least events, i.e. their distance is within the similarity upper cutoff, ε. We discuss differences between the two approaches and proper parameter setting for the DBSCAN algorithm for multiplet grouping and we explore geodynamic implications of the classified clusters.
Acknowledgments
This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Program «Human Resources Development, Education and Lifelong Learning 2014-2020» in the context of the project “Kinematic properties, active deformation and stochastic modelling of seismogenesis at the Kefalonia - Lefkada transform zone” (MIS-5047845).
How to cite: Kostoglou, A., Bountzis, P., Karakostas, V., and Papadimitriou, E.: Classification of earthquake repeaters in the central Ionian Islands area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11966, https://doi.org/10.5194/egusphere-egu21-11966, 2021.
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The central Ionian Islands area accommodates remarkable seismic activity with frequent strong (M>6.0) earthquake occurrence and continuous microseismicity. The dominant seismotectonic characteristic is the Kefalonia Transform Fault Zone (KTFZ), a dextral transform active boundary between oceanic subduction and continental collision, running along the western coastlines of Kefalonia and Lefkada Islands. KTFZ comprises two main fault branches (Kefalonia and Lefkada) connected with a step over zone in between. In the past 20 years, four strong earthquakes ruptured the Lefkada (06/08/2003–M6.5 and 17/11/2015–M6.5) and the Kefalonia (20/01/2014–M6.0 and 03/02/2014–M6.1) branches. Their aftershock activity along with the continuous microseismicity and some bursts of seismicity comprising moderate earthquakes, provided the data set proper for detailing seismicity characteristics in the area.
We investigate the identification of repeating earthquakes (repeaters), which are earthquakes with highly similar waveforms caused by rupture of the same fault area, through different clustering approaches, aiming to explore strategies for the discrimination of repeaters in an accurately located dataset. We compiled a catalog of ~15600 manually picked earthquakes in the period 09/2016 – 01/2020. Relocation with the Double Difference method, using cross–correlation differential times, resulted in highly accurate locations with spatial errors ranging from a few tens to a few hundreds of meters.
The establishment of groups of repeaters (multiplets) is discussed based on several approaches. We identify multiplets by grouping event pairs that contain a common event, which is a widely used method, against the application of a density-based clustering algorithm, known as DBSCAN. In DBSCAN events are grouped into multiplets based on their similarity (cross-correlation coefficient), information which is provided through a distance matrix of all event pairs whose elements correspond to zero when their cross-correlation coefficient is equal to one and so forth. A multiplet is created when an event is directly connected with at least events, i.e. their distance is within the similarity upper cutoff, ε. We discuss differences between the two approaches and proper parameter setting for the DBSCAN algorithm for multiplet grouping and we explore geodynamic implications of the classified clusters.
Acknowledgments
This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Program «Human Resources Development, Education and Lifelong Learning 2014-2020» in the context of the project “Kinematic properties, active deformation and stochastic modelling of seismogenesis at the Kefalonia - Lefkada transform zone” (MIS-5047845).
How to cite: Kostoglou, A., Bountzis, P., Karakostas, V., and Papadimitriou, E.: Classification of earthquake repeaters in the central Ionian Islands area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11966, https://doi.org/10.5194/egusphere-egu21-11966, 2021.
EGU21-10967 | vPICO presentations | NH4.4
Scaling properties of the Mw7.0 Samos (Greece), 2020 aftershock sequence.Filippos Vallianatos and Kyriaki Pavlou
On October 30, 2020 a strong shallow earthquake of magnitude Mw=7.0 occurred on the Eastern edge of Aegean Sea. The epicenter was located on the North offshore of the Greek island of Samos. The aim of our work is to present a first analysis of the scaling properties observed in the aftershock sequence as reported until December 31, 2020, as numerous seismic clusters activated. Our analysis is focused on the main of the clusters observed in the East area of the activated fault zone and strongly related with the main shock’s fault. The aftershock sequence follows the Omori law with a value of p≈1.01 for the main cluster which is remarkably close to a logarithmic evolution. The analysis of interevent times distribution, based on non-extensive statistical physics indicates a system in an anomalous equilibrium with a cross over from anomalous (q>1) to normal (q=1) statistical mechanics, for great interevent times. A discussion of the cross over observed, in terms of superstatistics is given. In addition the obtained value q≈1.67 suggests a system with one degree of freedom. Furthermore, an scaling of the migration of aftershock zone as a function of the logarithm of time is discussed in terms of rate strengthening rheology that govern the evolution of afterslip process.
References
Tsallis, C. Introduction to Nonextensive Statistical Mechanics-Approaching a Complex World; Springer: New York, USA, 2009; pp. 1–382.
Perfettini, H.,Frank, W. B., Marsan, D., and Bouchon, M. (2018). A model of aftershock migration driven by afterslip. Geophys. Res. Let., 45, 2283–2293.
Vallianatos, F.; Papadakis, G.; Michas, G. (2016). Generalized statistical mechanics approaches to earthquakes and tectonics. Proc. R. Soc. A Math. Phys. Eng. Sci. 2016,472, 20160497
Acknowledgements
We acknowledge support of this work by the project “HELPOS – Hellenic System for Lithosphere Monitoring” (MIS 5002697) which is implemented under the Action “Reinforcement of the Research and Innovation Infrastructure”, funded by the Operational Programme "Competitiveness, Entrepreneurship and Innovation" (NSRF 2014-2020) and co-financed by Greece and the European Union (European Regional Development Fund).
How to cite: Vallianatos, F. and Pavlou, K.: Scaling properties of the Mw7.0 Samos (Greece), 2020 aftershock sequence., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10967, https://doi.org/10.5194/egusphere-egu21-10967, 2021.
On October 30, 2020 a strong shallow earthquake of magnitude Mw=7.0 occurred on the Eastern edge of Aegean Sea. The epicenter was located on the North offshore of the Greek island of Samos. The aim of our work is to present a first analysis of the scaling properties observed in the aftershock sequence as reported until December 31, 2020, as numerous seismic clusters activated. Our analysis is focused on the main of the clusters observed in the East area of the activated fault zone and strongly related with the main shock’s fault. The aftershock sequence follows the Omori law with a value of p≈1.01 for the main cluster which is remarkably close to a logarithmic evolution. The analysis of interevent times distribution, based on non-extensive statistical physics indicates a system in an anomalous equilibrium with a cross over from anomalous (q>1) to normal (q=1) statistical mechanics, for great interevent times. A discussion of the cross over observed, in terms of superstatistics is given. In addition the obtained value q≈1.67 suggests a system with one degree of freedom. Furthermore, an scaling of the migration of aftershock zone as a function of the logarithm of time is discussed in terms of rate strengthening rheology that govern the evolution of afterslip process.
References
Tsallis, C. Introduction to Nonextensive Statistical Mechanics-Approaching a Complex World; Springer: New York, USA, 2009; pp. 1–382.
Perfettini, H.,Frank, W. B., Marsan, D., and Bouchon, M. (2018). A model of aftershock migration driven by afterslip. Geophys. Res. Let., 45, 2283–2293.
Vallianatos, F.; Papadakis, G.; Michas, G. (2016). Generalized statistical mechanics approaches to earthquakes and tectonics. Proc. R. Soc. A Math. Phys. Eng. Sci. 2016,472, 20160497
Acknowledgements
We acknowledge support of this work by the project “HELPOS – Hellenic System for Lithosphere Monitoring” (MIS 5002697) which is implemented under the Action “Reinforcement of the Research and Innovation Infrastructure”, funded by the Operational Programme "Competitiveness, Entrepreneurship and Innovation" (NSRF 2014-2020) and co-financed by Greece and the European Union (European Regional Development Fund).
How to cite: Vallianatos, F. and Pavlou, K.: Scaling properties of the Mw7.0 Samos (Greece), 2020 aftershock sequence., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10967, https://doi.org/10.5194/egusphere-egu21-10967, 2021.
EGU21-13551 | vPICO presentations | NH4.4
Modeling earthquake occurrence and recurrence for supercycles and clustersJames Neely, Leah Salditch, Seth Stein, and Bruce Spencer
Long records often show large earthquakes occurring in supercycles—temporal clusters of seismicity, cumulative displacement, and cumulative strain release separated by less active intervals. Presently used earthquake recurrence models do not account for the time dependence and clustering. Poisson models assume that earthquake recurrence is time-independent, but seismicity studies have shown that time is needed to accumulate strain along a fault before another large earthquake. Seismic cycle/renewal models account for this time-dependence but assume that all strain is released after large earthquakes and fail to replicate clustered earthquake behavior. The resulting probability estimates for recurrence of the next earthquake thus depend crucially on whether the cluster is treated as ongoing or over.
In this study, we have reformulated our previously developed Long-Term Fault Memory (LTFM) earthquake model as a Markov process to better quantify long-term earthquake behavior and the probability of future earthquakes. In the LTFM model, the probability of a large earthquake reflects accumulated strain rather than elapsed time. The probability increases with accumulated strain (and time) until an earthquake happens, after which the probability decreases, but not necessarily to zero. This simple, strain-driven recurrence model yields realistic sequences of large earthquakes with periods of elevated activity followed by longer quiescence. Using the Markov formulation, we explore long-term earthquake behavior and how to use paleoseismic records to better estimate the recurrence and probability of future large earthquakes.
How to cite: Neely, J., Salditch, L., Stein, S., and Spencer, B.: Modeling earthquake occurrence and recurrence for supercycles and clusters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13551, https://doi.org/10.5194/egusphere-egu21-13551, 2021.
Long records often show large earthquakes occurring in supercycles—temporal clusters of seismicity, cumulative displacement, and cumulative strain release separated by less active intervals. Presently used earthquake recurrence models do not account for the time dependence and clustering. Poisson models assume that earthquake recurrence is time-independent, but seismicity studies have shown that time is needed to accumulate strain along a fault before another large earthquake. Seismic cycle/renewal models account for this time-dependence but assume that all strain is released after large earthquakes and fail to replicate clustered earthquake behavior. The resulting probability estimates for recurrence of the next earthquake thus depend crucially on whether the cluster is treated as ongoing or over.
In this study, we have reformulated our previously developed Long-Term Fault Memory (LTFM) earthquake model as a Markov process to better quantify long-term earthquake behavior and the probability of future earthquakes. In the LTFM model, the probability of a large earthquake reflects accumulated strain rather than elapsed time. The probability increases with accumulated strain (and time) until an earthquake happens, after which the probability decreases, but not necessarily to zero. This simple, strain-driven recurrence model yields realistic sequences of large earthquakes with periods of elevated activity followed by longer quiescence. Using the Markov formulation, we explore long-term earthquake behavior and how to use paleoseismic records to better estimate the recurrence and probability of future large earthquakes.
How to cite: Neely, J., Salditch, L., Stein, S., and Spencer, B.: Modeling earthquake occurrence and recurrence for supercycles and clusters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13551, https://doi.org/10.5194/egusphere-egu21-13551, 2021.
EGU21-14542 | vPICO presentations | NH4.4
Imaging the spatio-temporal variations in deep tremor activity using cluster analysis techniquesAnca Opris, Sumanta Kundu, and Takahiro Hatano
How to cite: Opris, A., Kundu, S., and Hatano, T.: Imaging the spatio-temporal variations in deep tremor activity using cluster analysis techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14542, https://doi.org/10.5194/egusphere-egu21-14542, 2021.
How to cite: Opris, A., Kundu, S., and Hatano, T.: Imaging the spatio-temporal variations in deep tremor activity using cluster analysis techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14542, https://doi.org/10.5194/egusphere-egu21-14542, 2021.
EGU21-15354 | vPICO presentations | NH4.4
Spatial distribution of clustered seismicity in Khibiny MontainsSergey Baranov, Alexander Motorin, and Peter Shebalin
Using long-term mining-induced earthquake statistics of the Khibiny Mountains (Kola Peninsula, Russia) we studied the spatial peculiarities of clustered seismicity. To declutter the earthquake catalog, we used the nearest neighbor method by Zaliapin and Ben-Zion, 2016, DOI: 10.1093/gji/ggw300. It was shown that the distribution of distances from triggering event to triggered earthquakes obeys a power law with a parameter independent of the trigger magnitude. This result is consistent with distribution of mainshock-aftershock distances obtained for tectonic seismicity by many researchers (e.g., Huc M., Main, DOI: 10.1029/2001JB001645; Felzer and Brodsky, DOI: 10.1785/0120030069; Richards-Dinger et al., DOI: 10.1038/nature09402). Combining the spatial power distribution and the law of earthquake productivity by Shebalin et al. 2020 (DOI: 10.1093/gji/ggaa252), confirmed for the seismicity of the Khibiny Mountains (Baranov et al., 2020, DOI: 10.1134/S1069351320030015) we derived a distribution of maximal distances from trigger to triggered earthquake.
Using this distribution, we suggest a probabilistic model of zone where triggered earthquakes are expected. The zone is a cylinder centered on the trigger hypocenter, its size (radius and height) depends on the probability of containing triggered earthquakes. The model validation was performed using Molchan’s error diagram. Applying the method of three strategies (Baranov and Shebalin, 2017, DOI: 10.1134/S1069351317020021) to the error diagram, we identified three limiting points on the error trajectory, corresponding to "soft," "neutral," and "hard" strategies. These strategies reflect the prediction importance.
The research was supported by Russian Foundation of Basic Research, Project No 19-05-00812.
How to cite: Baranov, S., Motorin, A., and Shebalin, P.: Spatial distribution of clustered seismicity in Khibiny Montains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15354, https://doi.org/10.5194/egusphere-egu21-15354, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Using long-term mining-induced earthquake statistics of the Khibiny Mountains (Kola Peninsula, Russia) we studied the spatial peculiarities of clustered seismicity. To declutter the earthquake catalog, we used the nearest neighbor method by Zaliapin and Ben-Zion, 2016, DOI: 10.1093/gji/ggw300. It was shown that the distribution of distances from triggering event to triggered earthquakes obeys a power law with a parameter independent of the trigger magnitude. This result is consistent with distribution of mainshock-aftershock distances obtained for tectonic seismicity by many researchers (e.g., Huc M., Main, DOI: 10.1029/2001JB001645; Felzer and Brodsky, DOI: 10.1785/0120030069; Richards-Dinger et al., DOI: 10.1038/nature09402). Combining the spatial power distribution and the law of earthquake productivity by Shebalin et al. 2020 (DOI: 10.1093/gji/ggaa252), confirmed for the seismicity of the Khibiny Mountains (Baranov et al., 2020, DOI: 10.1134/S1069351320030015) we derived a distribution of maximal distances from trigger to triggered earthquake.
Using this distribution, we suggest a probabilistic model of zone where triggered earthquakes are expected. The zone is a cylinder centered on the trigger hypocenter, its size (radius and height) depends on the probability of containing triggered earthquakes. The model validation was performed using Molchan’s error diagram. Applying the method of three strategies (Baranov and Shebalin, 2017, DOI: 10.1134/S1069351317020021) to the error diagram, we identified three limiting points on the error trajectory, corresponding to "soft," "neutral," and "hard" strategies. These strategies reflect the prediction importance.
The research was supported by Russian Foundation of Basic Research, Project No 19-05-00812.
How to cite: Baranov, S., Motorin, A., and Shebalin, P.: Spatial distribution of clustered seismicity in Khibiny Montains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15354, https://doi.org/10.5194/egusphere-egu21-15354, 2021.
EGU21-3463 | vPICO presentations | NH4.4
Property of long term (1990-2009) seismicity in the region of L’Aquila Mw6.1 earthquake revealed from machine learningJosipa Majstorović and Piero Poli
On April 6th 2009 (01:32 UTC) strong earthquake of magnitude MW6.1 occurred near the city of L’Aquila in the Abruzzo region in the Central Apennines of Italy. Due to the extensional processes the Abruzzo region is characterized by prominent historical seismicity. However, before the 2009 event the background seismic activity is characterised as sparse and mostly clustered in space and time. The general lack of events, especially small magnitude events before the 2009 event motivated us to study the long-term near-fault seismicity before the large earthquake occurrence. To achieve this we first have to extend the existing catalog. We take into consideration the data from the AQU (42.354, 13.405) station that has been recorded in the city of L’Aquila, near Paganica fault responsible for the 2009 event, during an extensive period of 29-years, 19 years before the event itself. The catalog extension is performed by applying the two-stage convolutional neural network pipeline for earthquake detection and characterisation (epicentral distance and magnitude) using three component signal station waveforms. The algorithm allows us to successfully detect ~800 local events (less than 10 km from the AQU station) in the period 1990-2009. We here present a detailed analysis of this catalog including waveforms characterization to derive new insights about the long term preparation processes(es) occuring before the 2009 Mw6.1 earthquake.
How to cite: Majstorović, J. and Poli, P.: Property of long term (1990-2009) seismicity in the region of L’Aquila Mw6.1 earthquake revealed from machine learning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3463, https://doi.org/10.5194/egusphere-egu21-3463, 2021.
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On April 6th 2009 (01:32 UTC) strong earthquake of magnitude MW6.1 occurred near the city of L’Aquila in the Abruzzo region in the Central Apennines of Italy. Due to the extensional processes the Abruzzo region is characterized by prominent historical seismicity. However, before the 2009 event the background seismic activity is characterised as sparse and mostly clustered in space and time. The general lack of events, especially small magnitude events before the 2009 event motivated us to study the long-term near-fault seismicity before the large earthquake occurrence. To achieve this we first have to extend the existing catalog. We take into consideration the data from the AQU (42.354, 13.405) station that has been recorded in the city of L’Aquila, near Paganica fault responsible for the 2009 event, during an extensive period of 29-years, 19 years before the event itself. The catalog extension is performed by applying the two-stage convolutional neural network pipeline for earthquake detection and characterisation (epicentral distance and magnitude) using three component signal station waveforms. The algorithm allows us to successfully detect ~800 local events (less than 10 km from the AQU station) in the period 1990-2009. We here present a detailed analysis of this catalog including waveforms characterization to derive new insights about the long term preparation processes(es) occuring before the 2009 Mw6.1 earthquake.
How to cite: Majstorović, J. and Poli, P.: Property of long term (1990-2009) seismicity in the region of L’Aquila Mw6.1 earthquake revealed from machine learning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3463, https://doi.org/10.5194/egusphere-egu21-3463, 2021.
EGU21-14086 | vPICO presentations | NH4.4
Localization of seismicity prior to large earthquakesIlya Zaliapin and Yehuda Ben-Zion
We present results aimed at understanding preparation processes of large earthquakes by tracking progressive localization of earthquake deformation with three complementary analyses: (i) estimated production of rock damage by background events, (ii) spatial localization of background seismicity within damaged areas, and (iii) progressive coalescence of individual earthquakes into clusters. Techniques (i) and (ii) employ declustered catalogs to avoid the occasional strong fluctuations associated with aftershock sequences, while technique (iii) examines developing clusters in entire catalog data. The different techniques provide information on different time scales and on the spatial extent of weakened damaged regions. The analyses reveal generation of earthquake-induced rock damage on a decadal timescale around eventual rupture zones, and progressive localization of background seismicity on a 2-3 yr timescale before several M > 7 earthquakes in southern and Baja California and M7.9 events in Alaska. This is followed by coalescence of earthquakes into growing clusters that precede the mainshocks. Corresponding analysis around the 2004 M6 Parkfield earthquake in the creeping section of the San Andreas fault shows contrasting tendencies to those associated with the large seismogenic faults. The results are consistent with observations from laboratory experiments and physics-based models with heterogeneous materials not dominated by a pre-existing failure zone. Continuing studies with these techniques, combined with analysis of geodetic data and insights from laboratory experiments and model simulations, may allow developing an integrated multi-signal procedure to estimate the approaching time and size of large earthquakes.
How to cite: Zaliapin, I. and Ben-Zion, Y.: Localization of seismicity prior to large earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14086, https://doi.org/10.5194/egusphere-egu21-14086, 2021.
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We present results aimed at understanding preparation processes of large earthquakes by tracking progressive localization of earthquake deformation with three complementary analyses: (i) estimated production of rock damage by background events, (ii) spatial localization of background seismicity within damaged areas, and (iii) progressive coalescence of individual earthquakes into clusters. Techniques (i) and (ii) employ declustered catalogs to avoid the occasional strong fluctuations associated with aftershock sequences, while technique (iii) examines developing clusters in entire catalog data. The different techniques provide information on different time scales and on the spatial extent of weakened damaged regions. The analyses reveal generation of earthquake-induced rock damage on a decadal timescale around eventual rupture zones, and progressive localization of background seismicity on a 2-3 yr timescale before several M > 7 earthquakes in southern and Baja California and M7.9 events in Alaska. This is followed by coalescence of earthquakes into growing clusters that precede the mainshocks. Corresponding analysis around the 2004 M6 Parkfield earthquake in the creeping section of the San Andreas fault shows contrasting tendencies to those associated with the large seismogenic faults. The results are consistent with observations from laboratory experiments and physics-based models with heterogeneous materials not dominated by a pre-existing failure zone. Continuing studies with these techniques, combined with analysis of geodetic data and insights from laboratory experiments and model simulations, may allow developing an integrated multi-signal procedure to estimate the approaching time and size of large earthquakes.
How to cite: Zaliapin, I. and Ben-Zion, Y.: Localization of seismicity prior to large earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14086, https://doi.org/10.5194/egusphere-egu21-14086, 2021.
EGU21-1600 | vPICO presentations | NH4.4
Decadal Seismicity Prior to Great Earthquakes at Subduction and Transform-Fault Plate BoundariesLynn Sykes
Decadal forerunning seismic activity is used to map great asperities that subsequently ruptured in very large, shallow earthquakes at subduction zones and transform faults. The distribution of forerunning shocks of magnitude Mw>5.0 is examined for 50 mainshocks of Mw 7.5 to 9.1 from 1993 to 2020. The zones of large slip in many great earthquakes were nearly quiescent beforehand and are identified as the sites of great asperities. Much forerunning activity occurred at smaller asperities along the peripheries of the rupture zones of great and giant mainshocks. Asperities are strong, well-coupled portions of plate interfaces. Sizes of great asperities as ascertained from forerunning activity generally agree with the areas of high seismic slip as determined by others using geodetic and tide-gauge data and finite-source seismic modeling. Different patterns of forerunning activity on time scales of about 5 to 45 years are attributed to the sizes and spacing of asperities. This permits many great asperities to be mapped decades before they rupture in great and giant shocks. Rupture zones of many large earthquakes are bordered either along strike, updip, or downdip by zones of low plate coupling. Several bordering regions were sites of forerunning activity, aftershocks and slow-slip events. Several poorly coupled subduction zones, however, are characterized by few great earthquakes and little forerunning activity. The detection of forerunning and precursory activities of various kinds should be sought on the peripheries of great asperities. The manuscript can be found at http://www.ldeo.columbia.edu/~sykes
How to cite: Sykes, L.: Decadal Seismicity Prior to Great Earthquakes at Subduction and Transform-Fault Plate Boundaries, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1600, https://doi.org/10.5194/egusphere-egu21-1600, 2021.
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Decadal forerunning seismic activity is used to map great asperities that subsequently ruptured in very large, shallow earthquakes at subduction zones and transform faults. The distribution of forerunning shocks of magnitude Mw>5.0 is examined for 50 mainshocks of Mw 7.5 to 9.1 from 1993 to 2020. The zones of large slip in many great earthquakes were nearly quiescent beforehand and are identified as the sites of great asperities. Much forerunning activity occurred at smaller asperities along the peripheries of the rupture zones of great and giant mainshocks. Asperities are strong, well-coupled portions of plate interfaces. Sizes of great asperities as ascertained from forerunning activity generally agree with the areas of high seismic slip as determined by others using geodetic and tide-gauge data and finite-source seismic modeling. Different patterns of forerunning activity on time scales of about 5 to 45 years are attributed to the sizes and spacing of asperities. This permits many great asperities to be mapped decades before they rupture in great and giant shocks. Rupture zones of many large earthquakes are bordered either along strike, updip, or downdip by zones of low plate coupling. Several bordering regions were sites of forerunning activity, aftershocks and slow-slip events. Several poorly coupled subduction zones, however, are characterized by few great earthquakes and little forerunning activity. The detection of forerunning and precursory activities of various kinds should be sought on the peripheries of great asperities. The manuscript can be found at http://www.ldeo.columbia.edu/~sykes
How to cite: Sykes, L.: Decadal Seismicity Prior to Great Earthquakes at Subduction and Transform-Fault Plate Boundaries, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1600, https://doi.org/10.5194/egusphere-egu21-1600, 2021.
EGU21-14790 | vPICO presentations | NH4.4
Timeliness of earthquake magnitude estimation from the prompt elasto-gravity signal using Deep LearningAndrea Licciardi, Quentin Bletery, Bertrand Rouet-Leduc, Jean-Paul Ampuero, and Kévin Juhel
Mass redistribution during large earthquakes produces a prompt elasto-gravity signal (PEGS) that travels at the speed of light and can be observed on seismograms before the arrival of P-waves. PEGS carries information about earthquake magnitude and the temporal evolution of seismic moment, therefore it could be used to both improve the accuracy of current early source estimation systems and speed-up early warning. However, PEGS has been detected for only a handful of very large earthquakes so far, and its potential use for operational early warning remains to be established. In this work, we study the timeliness of magnitude estimation for subduction earthquakes in Japan using PEGS waveforms by means of Deep Learning and Bayesian uncertainty analysis. Given the paucity of PEGS observations, we train the model on a database of synthetic seismograms augmented with empirical noise in order to simulate more realistic waveforms. We use about 80 stations from the Japanese F-Net network and from networks with data available through IRIS.
Under this experimental setup, we find that our model is able to track the moment release for earthquakes with a final Mw above 8.0, with a system latency that depends on the signal-to-noise ratio of PEGS. The application of our model to the Mw=9.1 Tohoku-Oki earthquake shows a latency of about 50 s after which the model is able to track well the evolving Mw of the earthquake. After about 2 minutes from the earthquake origin time, a reliable estimate of its final Mw is obtained. Similar performances in terms of timeliness of final Mw estimation are observed for the relatively smaller Hokkaido earthquake (Mw=8.1) although with higher uncertainty.
Our results highlight the potential of PEGS to enhance the performance of existing tsunami early warning systems where estimating the magnitude of very large earthquakes within few minutes is vital.
How to cite: Licciardi, A., Bletery, Q., Rouet-Leduc, B., Ampuero, J.-P., and Juhel, K.: Timeliness of earthquake magnitude estimation from the prompt elasto-gravity signal using Deep Learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14790, https://doi.org/10.5194/egusphere-egu21-14790, 2021.
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Mass redistribution during large earthquakes produces a prompt elasto-gravity signal (PEGS) that travels at the speed of light and can be observed on seismograms before the arrival of P-waves. PEGS carries information about earthquake magnitude and the temporal evolution of seismic moment, therefore it could be used to both improve the accuracy of current early source estimation systems and speed-up early warning. However, PEGS has been detected for only a handful of very large earthquakes so far, and its potential use for operational early warning remains to be established. In this work, we study the timeliness of magnitude estimation for subduction earthquakes in Japan using PEGS waveforms by means of Deep Learning and Bayesian uncertainty analysis. Given the paucity of PEGS observations, we train the model on a database of synthetic seismograms augmented with empirical noise in order to simulate more realistic waveforms. We use about 80 stations from the Japanese F-Net network and from networks with data available through IRIS.
Under this experimental setup, we find that our model is able to track the moment release for earthquakes with a final Mw above 8.0, with a system latency that depends on the signal-to-noise ratio of PEGS. The application of our model to the Mw=9.1 Tohoku-Oki earthquake shows a latency of about 50 s after which the model is able to track well the evolving Mw of the earthquake. After about 2 minutes from the earthquake origin time, a reliable estimate of its final Mw is obtained. Similar performances in terms of timeliness of final Mw estimation are observed for the relatively smaller Hokkaido earthquake (Mw=8.1) although with higher uncertainty.
Our results highlight the potential of PEGS to enhance the performance of existing tsunami early warning systems where estimating the magnitude of very large earthquakes within few minutes is vital.
How to cite: Licciardi, A., Bletery, Q., Rouet-Leduc, B., Ampuero, J.-P., and Juhel, K.: Timeliness of earthquake magnitude estimation from the prompt elasto-gravity signal using Deep Learning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14790, https://doi.org/10.5194/egusphere-egu21-14790, 2021.
EGU21-2873 | vPICO presentations | NH4.4
Crustal strain-rate fields estimated from GNSS data with a Bayesian approach and its correlation to seismic activityZiyao Xiong and Jiancang Zhuang
We proposed a new Bayesian approach to estimate continuous crustal strain-rate fields from spatially discrete displacement-rate data, based on Global Navigation Satellite System (GNSS) observations, under the prior constraint on spatial flatness of the strain-rate fields. The optimal values of the hyperparameters in the model of strain-rate fields are determined by using Akaike's Bayesian Information Criterion. A methodological merit of this approach is that, by introducing a two-layer Delaunay tessellation technique, the time-consuming computation of strain rates can be omitted through the model estimation process. We applied the Bayesian approach to GNSS displacement-rate data in Mainland China and examined the correlation between the estimated strain-rate fields and seismic activity by using Molchan’s Error Diagram. The results show that the increase rate of maximum shear strain is positively correlated with the occurrence of earthquakes, indicating the strain rate can be used to augment probability earthquake models for background seismicity forecasting.
How to cite: Xiong, Z. and Zhuang, J.: Crustal strain-rate fields estimated from GNSS data with a Bayesian approach and its correlation to seismic activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2873, https://doi.org/10.5194/egusphere-egu21-2873, 2021.
We proposed a new Bayesian approach to estimate continuous crustal strain-rate fields from spatially discrete displacement-rate data, based on Global Navigation Satellite System (GNSS) observations, under the prior constraint on spatial flatness of the strain-rate fields. The optimal values of the hyperparameters in the model of strain-rate fields are determined by using Akaike's Bayesian Information Criterion. A methodological merit of this approach is that, by introducing a two-layer Delaunay tessellation technique, the time-consuming computation of strain rates can be omitted through the model estimation process. We applied the Bayesian approach to GNSS displacement-rate data in Mainland China and examined the correlation between the estimated strain-rate fields and seismic activity by using Molchan’s Error Diagram. The results show that the increase rate of maximum shear strain is positively correlated with the occurrence of earthquakes, indicating the strain rate can be used to augment probability earthquake models for background seismicity forecasting.
How to cite: Xiong, Z. and Zhuang, J.: Crustal strain-rate fields estimated from GNSS data with a Bayesian approach and its correlation to seismic activity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2873, https://doi.org/10.5194/egusphere-egu21-2873, 2021.
EGU21-1975 | vPICO presentations | NH4.4
Detecting earthquakes in GNSS station coordinate time series using machine learning algorithmsLaura Crocetti, Matthias Schartner, and Benedikt Soja
Earthquakes are natural hazards that occur suddenly and without much notice. The most established method of detecting earthquakes is to use a network of seismometers. Nowadays, station positions of the global navigation satellite system (GNSS) can be determined with a high accuracy of a few centimetres or even millimetres. This high accuracy, together with the dense global coverage, makes it possible to also use GNSS station networks to investigate geophysical phenomena such as earthquakes. Absolute ground movements caused by earthquakes are reflected in the GNSS station coordinate time series and can be characterised using statistical methods or machine learning techniques.
In this work, we have used thousands of time series of GNSS station positions distributed all over the world to detect and classify earthquakes. We apply a variety of machine learning algorithms that enable large-scale processing of the time series in order to identify spatio-temporal patterns. Several machine learning algorithms, including Random Forest, Nearest Neighbours, and Multi-Layer Perceptron, are compared against each other, as well as against classical statistical methods, based on their performance on detecting earthquakes from the station coordinate time series.
How to cite: Crocetti, L., Schartner, M., and Soja, B.: Detecting earthquakes in GNSS station coordinate time series using machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1975, https://doi.org/10.5194/egusphere-egu21-1975, 2021.
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Earthquakes are natural hazards that occur suddenly and without much notice. The most established method of detecting earthquakes is to use a network of seismometers. Nowadays, station positions of the global navigation satellite system (GNSS) can be determined with a high accuracy of a few centimetres or even millimetres. This high accuracy, together with the dense global coverage, makes it possible to also use GNSS station networks to investigate geophysical phenomena such as earthquakes. Absolute ground movements caused by earthquakes are reflected in the GNSS station coordinate time series and can be characterised using statistical methods or machine learning techniques.
In this work, we have used thousands of time series of GNSS station positions distributed all over the world to detect and classify earthquakes. We apply a variety of machine learning algorithms that enable large-scale processing of the time series in order to identify spatio-temporal patterns. Several machine learning algorithms, including Random Forest, Nearest Neighbours, and Multi-Layer Perceptron, are compared against each other, as well as against classical statistical methods, based on their performance on detecting earthquakes from the station coordinate time series.
How to cite: Crocetti, L., Schartner, M., and Soja, B.: Detecting earthquakes in GNSS station coordinate time series using machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1975, https://doi.org/10.5194/egusphere-egu21-1975, 2021.
EGU21-7929 | vPICO presentations | NH4.4
Understanding the Effect of Age Uncertainty in Recurrence Analysis of Paleoseismic RecordsPhilipp Kempf and Jasper Moernaut
The ultimate goal of paleoseismology is to estimate the strength, location and timing of future large earthquakes. Paleoseismic records can deliver an accurate description of past hazards, which is the first step towards that goal. To understand how reliably past events forecast the timing of future events, paleoseismologists characterise the periodicity in earthquake sequences. The periodicity is often expressed by the coefficient of variation (CoV, mean-normalised standard deviation) of recurrence intervals. Depending on the CoV, fault rupture behaviour is called periodic, random or clustered. However, sedimentary records rely on age-models, which have various ways to assign age and age uncertainty to events and thus it is unclear how well the CoV can be estimated.
Most onshore paleoseismic studies rely on sedimentary sequences, where sedimentation rate is highly variable and cannot be used as a constraint (Bayesian prior) in age-depth modelling. In these onshore studies, event ages are often determined by dates constraining the event age to a minimum and maximum age and making use of the stratigraphic order of event deposits. In contrast, marine and lacustrine paleoseismic records benefit from a more stable sedimentation rate, which is a suitable prior for Bayesian age-depth models, effectively decreasing age uncertainty. The sediment thickness between event deposits in subaqueous records can thus form a reasonable estimator of recurrence intervals (RI), i.e., the relative age of the events.
Different approaches are used to calculate RIs affecting the reported CoV. For example, there is the "best" age approach, where a single "best" age (often the median of an age distribution) is assigned to each event and the difference is the RI. In another approach the RIs are calculated based on the age differences within Markov chain Monte Carlo iterations that make up the age model. The latter method draws on more information and gives a mathematically more correct estimate for RIs by keeping the probabilistic nature of the event age. This method can be applied through, e.g., the use of the Difference()-function in OxCal or through the subtraction of iteration ages of consecutive events (Bacon.Age.d()-function) from BACON age-depth models.
To quantify the effect of age uncertainty on CoVs of earthquake sequences, we first describe the uncertainty in CoVs from various synthetic earthquake recurrence patterns without age uncertainty (control). Then we simulate the effects that age uncertainty in paleoseismic records can have on earthquake sequence statistics. We evaluate when ignoring the age uncertainty while calculating the CoV is a convenient and appropriate shortcut and when it can cause considerably different results by discussing various natural cases from literature.
How to cite: Kempf, P. and Moernaut, J.: Understanding the Effect of Age Uncertainty in Recurrence Analysis of Paleoseismic Records, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7929, https://doi.org/10.5194/egusphere-egu21-7929, 2021.
The ultimate goal of paleoseismology is to estimate the strength, location and timing of future large earthquakes. Paleoseismic records can deliver an accurate description of past hazards, which is the first step towards that goal. To understand how reliably past events forecast the timing of future events, paleoseismologists characterise the periodicity in earthquake sequences. The periodicity is often expressed by the coefficient of variation (CoV, mean-normalised standard deviation) of recurrence intervals. Depending on the CoV, fault rupture behaviour is called periodic, random or clustered. However, sedimentary records rely on age-models, which have various ways to assign age and age uncertainty to events and thus it is unclear how well the CoV can be estimated.
Most onshore paleoseismic studies rely on sedimentary sequences, where sedimentation rate is highly variable and cannot be used as a constraint (Bayesian prior) in age-depth modelling. In these onshore studies, event ages are often determined by dates constraining the event age to a minimum and maximum age and making use of the stratigraphic order of event deposits. In contrast, marine and lacustrine paleoseismic records benefit from a more stable sedimentation rate, which is a suitable prior for Bayesian age-depth models, effectively decreasing age uncertainty. The sediment thickness between event deposits in subaqueous records can thus form a reasonable estimator of recurrence intervals (RI), i.e., the relative age of the events.
Different approaches are used to calculate RIs affecting the reported CoV. For example, there is the "best" age approach, where a single "best" age (often the median of an age distribution) is assigned to each event and the difference is the RI. In another approach the RIs are calculated based on the age differences within Markov chain Monte Carlo iterations that make up the age model. The latter method draws on more information and gives a mathematically more correct estimate for RIs by keeping the probabilistic nature of the event age. This method can be applied through, e.g., the use of the Difference()-function in OxCal or through the subtraction of iteration ages of consecutive events (Bacon.Age.d()-function) from BACON age-depth models.
To quantify the effect of age uncertainty on CoVs of earthquake sequences, we first describe the uncertainty in CoVs from various synthetic earthquake recurrence patterns without age uncertainty (control). Then we simulate the effects that age uncertainty in paleoseismic records can have on earthquake sequence statistics. We evaluate when ignoring the age uncertainty while calculating the CoV is a convenient and appropriate shortcut and when it can cause considerably different results by discussing various natural cases from literature.
How to cite: Kempf, P. and Moernaut, J.: Understanding the Effect of Age Uncertainty in Recurrence Analysis of Paleoseismic Records, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7929, https://doi.org/10.5194/egusphere-egu21-7929, 2021.
EGU21-3038 | vPICO presentations | NH4.4
The Global Centroid Moment Tensor Catalog: Heterogeneities and improvementsÁlvaro González
Statistical seismology relies on earthquake catalogs as homogeneous and complete as possible. However, heterogeneities in earthquake data compilation and reporting are common and frequently are not adverted.
The Global Centroid Moment Tensor Catalog (www.globalcmt.org) is considered as the most homogeneous global database for large and moderate earthquakes occurred since 1976, and it has been used for developing and testing global and regional forecast models.
Changes in the method used for calculating the moment tensors (along with improvements in global seismological monitoring) define four eras in the catalog (1976, 1977-1985, 1986-2003 and 2004-present). Improvements are particularly stark since 2004, when intermediate-period surface waves started to be used for calculating the centroid solutions.
Fixed centroid depths, used when the solution for a free depth did not converge, have followed diverse criteria, depending on the era. Depth had to be fixed mainly for shallow earthquakes, so this issue is more common, e.g. in the shallow parts of subduction zones than in the deep ones. Until 2003, 53% of the centroids had depths calculated as a free parameter, compared to 78% since 2004.
Rake values have not been calculated homogenously either. Until 2003, the vertical-dip-slip components of the moment tensor were assumed as null when they could not be constrained by the inversion (for 3.3% of the earthquakes). This caused an excess of pure focal mechanisms: rakes of -90° (normal), 0° or ±180° (strike-slip) or +90° (thrust). Even disregarding such events, rake histograms until 2003 and since 2004 are not equivalent to each other.
The magnitude of completeness (Mc) of the catalog is analyzed here separately for each era. It clearly improved along time (average Mc values being ~6.4 in 1976, ~5.7 in 1977-1985, ~5.4 in 1986-2003, and ~5.0 since 2004). Maps of Mc for different eras show significant spatial variations.
How to cite: González, Á.: The Global Centroid Moment Tensor Catalog: Heterogeneities and improvements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3038, https://doi.org/10.5194/egusphere-egu21-3038, 2021.
Statistical seismology relies on earthquake catalogs as homogeneous and complete as possible. However, heterogeneities in earthquake data compilation and reporting are common and frequently are not adverted.
The Global Centroid Moment Tensor Catalog (www.globalcmt.org) is considered as the most homogeneous global database for large and moderate earthquakes occurred since 1976, and it has been used for developing and testing global and regional forecast models.
Changes in the method used for calculating the moment tensors (along with improvements in global seismological monitoring) define four eras in the catalog (1976, 1977-1985, 1986-2003 and 2004-present). Improvements are particularly stark since 2004, when intermediate-period surface waves started to be used for calculating the centroid solutions.
Fixed centroid depths, used when the solution for a free depth did not converge, have followed diverse criteria, depending on the era. Depth had to be fixed mainly for shallow earthquakes, so this issue is more common, e.g. in the shallow parts of subduction zones than in the deep ones. Until 2003, 53% of the centroids had depths calculated as a free parameter, compared to 78% since 2004.
Rake values have not been calculated homogenously either. Until 2003, the vertical-dip-slip components of the moment tensor were assumed as null when they could not be constrained by the inversion (for 3.3% of the earthquakes). This caused an excess of pure focal mechanisms: rakes of -90° (normal), 0° or ±180° (strike-slip) or +90° (thrust). Even disregarding such events, rake histograms until 2003 and since 2004 are not equivalent to each other.
The magnitude of completeness (Mc) of the catalog is analyzed here separately for each era. It clearly improved along time (average Mc values being ~6.4 in 1976, ~5.7 in 1977-1985, ~5.4 in 1986-2003, and ~5.0 since 2004). Maps of Mc for different eras show significant spatial variations.
How to cite: González, Á.: The Global Centroid Moment Tensor Catalog: Heterogeneities and improvements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3038, https://doi.org/10.5194/egusphere-egu21-3038, 2021.
NH4.5 – New insights for seismic hazard in regions of slow lithospheric deformation
EGU21-8273 | vPICO presentations | NH4.5
Seismic activity in stable continental regionsManel Labidi, Beau Whitney, and Stéphane Drouet
Stable continental regions (SCRs) have low seismicity and large magnitude earthquakes are infrequent and diffuse compared to plate boundary settings. Because of this, seismicity parameters required for seismic hazard analysis (SHA) are difficult to constrain. A method to overcome this challenge involves using an analogue approach to generate seismic hazard inputs in SCRs. Seismic hazard analysis of these regions develops recurrence parameters by drawing upon data from a larger global database than what is typically done for plate boundary regions. This is completed by choosing regions that are considered seismotectonically analogous and then amalgamating data from the regions to generate larger and perceivably more robust seismicity data sets. Historically, this is done by considering all SCRs as analogous and including all of their data into the analysis.
This study refines and updates this approach by assessing whether there is internal variability of seismogenic potential within SCR crust that can be distinguished by comparing properties of the crust to seismicity. We completed this analysis by: (1) compiling a global homogeneous earthquake catalog for earthquakes >= Mw 2 up to July 2020 which includes historical and instrumental events; (2) subdividing global SCR crust into five geological domains that distinguish crustal criteria within SCRs; (3) calculating and comparing the seismic parameters between the different SCRs and sub-domains to better understand the range in values across different SCRs and determine if there is statistically observable variation between sub-domains. Our results provide an initial step towards redefining what crustal characteristics define analog regions for use in seismic hazard studies.
How to cite: Labidi, M., Whitney, B., and Drouet, S.: Seismic activity in stable continental regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8273, https://doi.org/10.5194/egusphere-egu21-8273, 2021.
Stable continental regions (SCRs) have low seismicity and large magnitude earthquakes are infrequent and diffuse compared to plate boundary settings. Because of this, seismicity parameters required for seismic hazard analysis (SHA) are difficult to constrain. A method to overcome this challenge involves using an analogue approach to generate seismic hazard inputs in SCRs. Seismic hazard analysis of these regions develops recurrence parameters by drawing upon data from a larger global database than what is typically done for plate boundary regions. This is completed by choosing regions that are considered seismotectonically analogous and then amalgamating data from the regions to generate larger and perceivably more robust seismicity data sets. Historically, this is done by considering all SCRs as analogous and including all of their data into the analysis.
This study refines and updates this approach by assessing whether there is internal variability of seismogenic potential within SCR crust that can be distinguished by comparing properties of the crust to seismicity. We completed this analysis by: (1) compiling a global homogeneous earthquake catalog for earthquakes >= Mw 2 up to July 2020 which includes historical and instrumental events; (2) subdividing global SCR crust into five geological domains that distinguish crustal criteria within SCRs; (3) calculating and comparing the seismic parameters between the different SCRs and sub-domains to better understand the range in values across different SCRs and determine if there is statistically observable variation between sub-domains. Our results provide an initial step towards redefining what crustal characteristics define analog regions for use in seismic hazard studies.
How to cite: Labidi, M., Whitney, B., and Drouet, S.: Seismic activity in stable continental regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8273, https://doi.org/10.5194/egusphere-egu21-8273, 2021.
EGU21-11703 | vPICO presentations | NH4.5
A strain rate model for Europe from a dense network of GNSSHolger Steffen, Rebekka Steffen, Ambrus Kenyeres, Alessandro Caporali, Joaquin Zurutuza, and Martin Lidberg
Strain rates are an important factor to find areas that are under stress. Higher strain rates are usually observed along plate boundaries, while lower strain rates are found in intraplate regions. The increased availability of velocity solutions from Global Navigation Satellite System (GNSS) for entire Europe allows a 2D strain rate to be estimated at high resolution. Thus, regions of high and low strain become clearly visible. Here, we will present a new strain rate model, which is based on a recent velocity field solution by the EUREF Permanent Network Densification (EPND2100). This velocity field is obtained by the combination of weekly position SINEX solutions generated by 28 EPND Analysis Centres. More details on EPND can be found in the www.epnd.sgo-penc.hu website. The homogenized and quality checked velocity field is then interpolated via a least-square collocation using a fixed scale length of 135 km. In addition, the effect of known plate boundaries is considered during the interpolation to avoid a smoothing of nearby velocities on different tectonic plates. We also apply a moving variance approach to avoid effects of non-stationarity, which arise due to the variable station densities. The interpolated velocity model is then used to estimate a 2D strain rate covering most of Europe. We will highlight the situation in intraplate areas with very low strain rates but dense GNSS networks.
How to cite: Steffen, H., Steffen, R., Kenyeres, A., Caporali, A., Zurutuza, J., and Lidberg, M.: A strain rate model for Europe from a dense network of GNSS, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11703, https://doi.org/10.5194/egusphere-egu21-11703, 2021.
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Strain rates are an important factor to find areas that are under stress. Higher strain rates are usually observed along plate boundaries, while lower strain rates are found in intraplate regions. The increased availability of velocity solutions from Global Navigation Satellite System (GNSS) for entire Europe allows a 2D strain rate to be estimated at high resolution. Thus, regions of high and low strain become clearly visible. Here, we will present a new strain rate model, which is based on a recent velocity field solution by the EUREF Permanent Network Densification (EPND2100). This velocity field is obtained by the combination of weekly position SINEX solutions generated by 28 EPND Analysis Centres. More details on EPND can be found in the www.epnd.sgo-penc.hu website. The homogenized and quality checked velocity field is then interpolated via a least-square collocation using a fixed scale length of 135 km. In addition, the effect of known plate boundaries is considered during the interpolation to avoid a smoothing of nearby velocities on different tectonic plates. We also apply a moving variance approach to avoid effects of non-stationarity, which arise due to the variable station densities. The interpolated velocity model is then used to estimate a 2D strain rate covering most of Europe. We will highlight the situation in intraplate areas with very low strain rates but dense GNSS networks.
How to cite: Steffen, H., Steffen, R., Kenyeres, A., Caporali, A., Zurutuza, J., and Lidberg, M.: A strain rate model for Europe from a dense network of GNSS, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11703, https://doi.org/10.5194/egusphere-egu21-11703, 2021.
EGU21-14815 | vPICO presentations | NH4.5
System-analytical method of strong earthquake-prone areas recognitionBoris Dzeboev, Alexei Gvishiani, and Boris Dzeranov
Proper seismic hazard assessment is the most important scientific problem of seismology, and geophysics in general. With the development of the world economy, the importance of the problem grows and acquires global significance.
Strong earthquakes (M ≥ M0, M0 is the magnitude threshold starting from which earthquakes in the studied region are considered strong), as a rule, do not occur over the entire territory of the seismic region. Accordingly, the recognition of areas prone to future strong earthquakes is an urgent fundamental direction in research on the assessment of seismic hazard. Identification of potentially high seismicity zones in seismically active regions is important from both theoretical, and practical points of view. The currently available methods for recognition of high seismicity zones do not allow repeatedly correcting their results over time due to the invariability of the used set of recognition objects. In this work, a new system-analytical approach FCAZ (Formalized Clustering And Zoning) to the problem has been created. It uses the epicenters of rather weak earthquakes (M ≥ MR, MR is a certain magnitude threshold of weak earthquakes) as objects of recognition. This makes it possible to develop the recognition result of zones with increased seismic hazard after the appearance of new earthquake epicenters. The latter makes FCAZ a method of systems analysis.
The system-analytical method for analyzing geophysical data developed by the authors has led to the successful recognition of areas prone to the strongest, strong, and most significant earthquakes on the continents of North, and South America, Eurasia, and in the subduction zones of the Pacific Rim. At the same time, in particular, for the classical approach of strong earthquake-prone areas recognition EPA (Earthquake-Prone Areas), a new paradigm for recognition of high seismicity disjunctive nodes, and lineament intersections with training by one “reliable” class was created in the work.
In the regions studied in this work, FCAZ zones occupy a relatively small area compared to the field of general seismicity – 30% – 40% of the area of all seismicity, and 50% – 65% of the area where earthquakes with M ≥ MR occur. This illustrates the spatial nontriviality of the FCAZ results obtained in this work. The results of the work also show that weak seismicity can actually “manifest” the properties of geophysical fields, which in the classical EPA approach are used directly as characteristics of recognition objects (disjunctive nodes or intersections of the axes of morphostructural lineaments).
The reported study was funded by RFBR, project number 20-35-70054 «Systems approach to recognition algorithms for seismic hazard assessment».
How to cite: Dzeboev, B., Gvishiani, A., and Dzeranov, B.: System-analytical method of strong earthquake-prone areas recognition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14815, https://doi.org/10.5194/egusphere-egu21-14815, 2021.
Proper seismic hazard assessment is the most important scientific problem of seismology, and geophysics in general. With the development of the world economy, the importance of the problem grows and acquires global significance.
Strong earthquakes (M ≥ M0, M0 is the magnitude threshold starting from which earthquakes in the studied region are considered strong), as a rule, do not occur over the entire territory of the seismic region. Accordingly, the recognition of areas prone to future strong earthquakes is an urgent fundamental direction in research on the assessment of seismic hazard. Identification of potentially high seismicity zones in seismically active regions is important from both theoretical, and practical points of view. The currently available methods for recognition of high seismicity zones do not allow repeatedly correcting their results over time due to the invariability of the used set of recognition objects. In this work, a new system-analytical approach FCAZ (Formalized Clustering And Zoning) to the problem has been created. It uses the epicenters of rather weak earthquakes (M ≥ MR, MR is a certain magnitude threshold of weak earthquakes) as objects of recognition. This makes it possible to develop the recognition result of zones with increased seismic hazard after the appearance of new earthquake epicenters. The latter makes FCAZ a method of systems analysis.
The system-analytical method for analyzing geophysical data developed by the authors has led to the successful recognition of areas prone to the strongest, strong, and most significant earthquakes on the continents of North, and South America, Eurasia, and in the subduction zones of the Pacific Rim. At the same time, in particular, for the classical approach of strong earthquake-prone areas recognition EPA (Earthquake-Prone Areas), a new paradigm for recognition of high seismicity disjunctive nodes, and lineament intersections with training by one “reliable” class was created in the work.
In the regions studied in this work, FCAZ zones occupy a relatively small area compared to the field of general seismicity – 30% – 40% of the area of all seismicity, and 50% – 65% of the area where earthquakes with M ≥ MR occur. This illustrates the spatial nontriviality of the FCAZ results obtained in this work. The results of the work also show that weak seismicity can actually “manifest” the properties of geophysical fields, which in the classical EPA approach are used directly as characteristics of recognition objects (disjunctive nodes or intersections of the axes of morphostructural lineaments).
The reported study was funded by RFBR, project number 20-35-70054 «Systems approach to recognition algorithms for seismic hazard assessment».
How to cite: Dzeboev, B., Gvishiani, A., and Dzeranov, B.: System-analytical method of strong earthquake-prone areas recognition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14815, https://doi.org/10.5194/egusphere-egu21-14815, 2021.
EGU21-8877 | vPICO presentations | NH4.5
An integrated approach to assessing the geodynamic activity of the Earth's crust in the low seismic East Baltic regionValerijs Nikulins
The East Baltic region (EBR), located on the ancient Precambrian East European Craton, is characterized by low seismic and deformational activity. The EBR is located at a distance of about 2000 km from the divergent zone in the North Atlantic and from the convergent zone in the Mediterranean Sea.
Nevertheless, historical and modern earthquakes have occurred in the EBR. Historical earthquakes occurred in 1616 (Bauska, Latvia, VI), 1670 (Pärnu, Estonia, VI), 1821 (Koknese, Latvia, VI), 1823 (Võrtsjärv, Estonia, VI), 1857 (Irbe, Latvia, VI), 1896 (Jelgava, Latvia, V), and modern earthquakes occurred on 10/25/1976 (Osmussaar, Estonia, M 4.7), 09/21/2004 (Kaliningrad region, Russia, Mw 5.2).
The study of slow (tectonic creep) and fast (earthquakes) deformations is practical importance in EBR for safety of energy facilities - Plavinas HPP, Baltic (Kaliningrad region of Russia) NPP and Ostrovets (Belarus) NPP.
In the central part of the territory of Latvia, signs of geodynamic activity of the Earth's crust have been identified. A characteristic feature is the trans-regional Olaine-Inčukalns tectonic fault, which crosses the Riga agglomeration. The fault is traced in the Caledonian structural complex.
Previous studies on seismic hazard assessment in Latvia (Safronovs & Nikulins, 1999; Nikulins, 2011) were based on combination of seismic, geophysical, geodetic and geological data. These studies made it possible to assess the seismotectonic potential of the Earth's crust, parameters of seismogenic zones and to state a very low seismic activity.
A sparse seismic network and poor seismic-geological conditions affect the effectiveness of seismological monitoring in EBR. To understand of driving mechanisms for earthquakes, results of remote sensing (Persistent Scatterer Interferometry - PSI) of surface (1992 - 2000), studies of radon anomalies (2014), and macroseismic data (2010) were used.
PSI method made it possible to reveal the anomalous vertical velocity (25.4 mm/year) of opposite sides of fault, adjacent to the Olaine-Inčukalns fault in the southwest of Riga. The average vertical velocity does not exceed 1.03 mm/year. The study of the radon field in northeast of the Olaine-Inčukalns fault revealed an intense (140000 Bq/m3) radon anomaly (Nikulins, 2014).
In addition, on 22.11.2010, population of Riga and its environs felt shaking. Mechanism of the Olaine-Inčukalns fault is predominately thrust faulting with a strike-slip component, whereas mechanisms of most other faults in Latvia are normal faulting type.
These signs indicate the activation of the Olaine-Inčukalns tectonic fault. Thus, on the EBR, under conditions of slow deformation of the Earth's crust, a comprehensive analysis of various geological, geophysical and deformation parameters has justified itself.
Literature
Nikulins V., 2014. Geodynamic Hazard Factors of Latvia: Experimental data and Computational Analysis. Baltic Journal of Modern Computing, 7 (1), 151 – 170.
Safronovs O.N., Nikulins V.G., 1999. General seismic zoning of Latvia. Latvian geology news, 6, 30 - 35. (In Latvian).
Nikulin V., 2011. Assessment of the seismic hazard in Latvia. Version of 2007 year. RTU science articles. Materials Science and Applied Chemistry, 1 (24), 110 – 115.
How to cite: Nikulins, V.: An integrated approach to assessing the geodynamic activity of the Earth's crust in the low seismic East Baltic region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8877, https://doi.org/10.5194/egusphere-egu21-8877, 2021.
The East Baltic region (EBR), located on the ancient Precambrian East European Craton, is characterized by low seismic and deformational activity. The EBR is located at a distance of about 2000 km from the divergent zone in the North Atlantic and from the convergent zone in the Mediterranean Sea.
Nevertheless, historical and modern earthquakes have occurred in the EBR. Historical earthquakes occurred in 1616 (Bauska, Latvia, VI), 1670 (Pärnu, Estonia, VI), 1821 (Koknese, Latvia, VI), 1823 (Võrtsjärv, Estonia, VI), 1857 (Irbe, Latvia, VI), 1896 (Jelgava, Latvia, V), and modern earthquakes occurred on 10/25/1976 (Osmussaar, Estonia, M 4.7), 09/21/2004 (Kaliningrad region, Russia, Mw 5.2).
The study of slow (tectonic creep) and fast (earthquakes) deformations is practical importance in EBR for safety of energy facilities - Plavinas HPP, Baltic (Kaliningrad region of Russia) NPP and Ostrovets (Belarus) NPP.
In the central part of the territory of Latvia, signs of geodynamic activity of the Earth's crust have been identified. A characteristic feature is the trans-regional Olaine-Inčukalns tectonic fault, which crosses the Riga agglomeration. The fault is traced in the Caledonian structural complex.
Previous studies on seismic hazard assessment in Latvia (Safronovs & Nikulins, 1999; Nikulins, 2011) were based on combination of seismic, geophysical, geodetic and geological data. These studies made it possible to assess the seismotectonic potential of the Earth's crust, parameters of seismogenic zones and to state a very low seismic activity.
A sparse seismic network and poor seismic-geological conditions affect the effectiveness of seismological monitoring in EBR. To understand of driving mechanisms for earthquakes, results of remote sensing (Persistent Scatterer Interferometry - PSI) of surface (1992 - 2000), studies of radon anomalies (2014), and macroseismic data (2010) were used.
PSI method made it possible to reveal the anomalous vertical velocity (25.4 mm/year) of opposite sides of fault, adjacent to the Olaine-Inčukalns fault in the southwest of Riga. The average vertical velocity does not exceed 1.03 mm/year. The study of the radon field in northeast of the Olaine-Inčukalns fault revealed an intense (140000 Bq/m3) radon anomaly (Nikulins, 2014).
In addition, on 22.11.2010, population of Riga and its environs felt shaking. Mechanism of the Olaine-Inčukalns fault is predominately thrust faulting with a strike-slip component, whereas mechanisms of most other faults in Latvia are normal faulting type.
These signs indicate the activation of the Olaine-Inčukalns tectonic fault. Thus, on the EBR, under conditions of slow deformation of the Earth's crust, a comprehensive analysis of various geological, geophysical and deformation parameters has justified itself.
Literature
Nikulins V., 2014. Geodynamic Hazard Factors of Latvia: Experimental data and Computational Analysis. Baltic Journal of Modern Computing, 7 (1), 151 – 170.
Safronovs O.N., Nikulins V.G., 1999. General seismic zoning of Latvia. Latvian geology news, 6, 30 - 35. (In Latvian).
Nikulin V., 2011. Assessment of the seismic hazard in Latvia. Version of 2007 year. RTU science articles. Materials Science and Applied Chemistry, 1 (24), 110 – 115.
How to cite: Nikulins, V.: An integrated approach to assessing the geodynamic activity of the Earth's crust in the low seismic East Baltic region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8877, https://doi.org/10.5194/egusphere-egu21-8877, 2021.
EGU21-3580 | vPICO presentations | NH4.5
A sanity check for earthquake recurrence models used in PSHA of slow deforming regions: the case of SW IberiaMargarida Ramalho, Luis Matias, Marta Neres, Michele M. C. Carafa, Alexandra Carvalho, and Paula Teves-Costa
Probabilistic Seismic Hazard Assessment (PSHA) is the most common tool used to decide on the acceptable seismic risk and corresponding mitigation measures. One key component of these studies is the earthquake generation model comprising the definition of source zones and recurrence relationships. Slow deforming regions are particularly challenging for PSHA since the inferred return period for large earthquakes is longer than the instrumental and historical seismicity records, and the relationship between known or probable active faults and seismicity is uncertain. Therefore, in these areas PSHA results show a large variability that impairs its acceptance by the political decision-makers and the public in general. We propose two consistency tests to address the variability of earthquake generation models found in PSHA studies: i) one rule-of-thumb test where the seismic moment release from the model is converted to an average slip on a typical fault and compared with known plate kinematics or GNSS deformation field; ii) using a neotectonic model, the computed deformation is converted into seismic moment release and to a synthetic earthquake catalogue. We apply these tests to the W and SW Iberia slow deforming region, where two earthquake source areas are investigated: 1) the Lower Tagus Valley, one of the largest seismic risk zones of Portugal; and 2) the offshore SW Iberia area, considered to be the source for the 1st November 1755 event (M~8.7). Our results show that some of the earthquake source models should be regarded as suspicious, given their high/low moment release when compared to the expected values from GNSS observations or neotectonic modelling. In conclusion, PSHA studies in slow deforming regions should include a similar sanity check on their models’ evaluation, downgrading the weight of poorly compliant models.
How to cite: Ramalho, M., Matias, L., Neres, M., M. C. Carafa, M., Carvalho, A., and Teves-Costa, P.: A sanity check for earthquake recurrence models used in PSHA of slow deforming regions: the case of SW Iberia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3580, https://doi.org/10.5194/egusphere-egu21-3580, 2021.
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Probabilistic Seismic Hazard Assessment (PSHA) is the most common tool used to decide on the acceptable seismic risk and corresponding mitigation measures. One key component of these studies is the earthquake generation model comprising the definition of source zones and recurrence relationships. Slow deforming regions are particularly challenging for PSHA since the inferred return period for large earthquakes is longer than the instrumental and historical seismicity records, and the relationship between known or probable active faults and seismicity is uncertain. Therefore, in these areas PSHA results show a large variability that impairs its acceptance by the political decision-makers and the public in general. We propose two consistency tests to address the variability of earthquake generation models found in PSHA studies: i) one rule-of-thumb test where the seismic moment release from the model is converted to an average slip on a typical fault and compared with known plate kinematics or GNSS deformation field; ii) using a neotectonic model, the computed deformation is converted into seismic moment release and to a synthetic earthquake catalogue. We apply these tests to the W and SW Iberia slow deforming region, where two earthquake source areas are investigated: 1) the Lower Tagus Valley, one of the largest seismic risk zones of Portugal; and 2) the offshore SW Iberia area, considered to be the source for the 1st November 1755 event (M~8.7). Our results show that some of the earthquake source models should be regarded as suspicious, given their high/low moment release when compared to the expected values from GNSS observations or neotectonic modelling. In conclusion, PSHA studies in slow deforming regions should include a similar sanity check on their models’ evaluation, downgrading the weight of poorly compliant models.
How to cite: Ramalho, M., Matias, L., Neres, M., M. C. Carafa, M., Carvalho, A., and Teves-Costa, P.: A sanity check for earthquake recurrence models used in PSHA of slow deforming regions: the case of SW Iberia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3580, https://doi.org/10.5194/egusphere-egu21-3580, 2021.
EGU21-10998 | vPICO presentations | NH4.5
Small wavelength features of the strain rate distribution for the St. Lawrence paleo-rift zone, eastern CanadaGianina Meneses, John Onwuemeka, Rebecca Harrington, and Yajing Liu
Continuous and increasingly dense geodetic monitoring in the last couple of decades has enabled resolving deformation heterogeneities in intraplate environments, where seismic hazard assessment is inhibited by low historical seismicity rates, but damaging earthquakes do occur infrequently. It has also revealed the degree of uncertainty with which we have been able to constrain how elastic strain accumulates in mid-continental faults. The St. Lawrence Valley (SLV) in east North America is the most seismically active region along a paleo-rift system in eastern Canada, and is also located around the general post-glacial rebound hinge-line. Earthquakes along the SLV are mainly located in three active seismic zones, from south to north, the Western Quebec, Charlevoix, and Lower St Lawrence Seismic Zones, but the mechanism for the spatial clustering is not clear. Along the SLV, the crustal deformation or strain rate has been calculated to date as part of global estimations or discrete regional measurements, at a resolution that does not enable detection of small-wavelength features. The aim of this work is to create a high-resolution strain rate map that can detect local changes of the deformation style to quantify possible correlation with intraplate seismicity, taking into account the slow tectonic loading rate and the interaction between ancient basement geological structures and glacial isostatic adjustment. We calculate a preliminary strain rate map with high spatial resolution using publicly available continuous GPS data from Nevada Geodetic Laboratory (NGL), with time series covering up to 20 years. We use a 2D velocity interpolation method: gpsgridder, a module from Generic Mapping Tools (GMT) that grids discrete vectors using a model based on 2D elasticity. This approach includes velocity uncertainties and performs better than biharmonic interpolations for sparse vectors because it considers coupling between the velocity components. We test spatial resolution of the method and station configuration using an approach similar to checkerboard tests applied in seismic tomographic inversions. In addition, the resolution analysis gives a spatial quantification of the reliability of the obtained continuous strain rate distribution, which is key to identify zones that can be improved in terms of GPS coverage including campaign data. We will show that for our 2-D velocity field and using a mesh grid of 0.25° X 0.25°, the method begins to resolve checkerboard lengths of ~50 km in regions where the average spacing between stations is ~40 km. Finally, we will present the length resolution of the station configuration in the SLV, along with the interpolated strain rate map.
How to cite: Meneses, G., Onwuemeka, J., Harrington, R., and Liu, Y.: Small wavelength features of the strain rate distribution for the St. Lawrence paleo-rift zone, eastern Canada, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10998, https://doi.org/10.5194/egusphere-egu21-10998, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Continuous and increasingly dense geodetic monitoring in the last couple of decades has enabled resolving deformation heterogeneities in intraplate environments, where seismic hazard assessment is inhibited by low historical seismicity rates, but damaging earthquakes do occur infrequently. It has also revealed the degree of uncertainty with which we have been able to constrain how elastic strain accumulates in mid-continental faults. The St. Lawrence Valley (SLV) in east North America is the most seismically active region along a paleo-rift system in eastern Canada, and is also located around the general post-glacial rebound hinge-line. Earthquakes along the SLV are mainly located in three active seismic zones, from south to north, the Western Quebec, Charlevoix, and Lower St Lawrence Seismic Zones, but the mechanism for the spatial clustering is not clear. Along the SLV, the crustal deformation or strain rate has been calculated to date as part of global estimations or discrete regional measurements, at a resolution that does not enable detection of small-wavelength features. The aim of this work is to create a high-resolution strain rate map that can detect local changes of the deformation style to quantify possible correlation with intraplate seismicity, taking into account the slow tectonic loading rate and the interaction between ancient basement geological structures and glacial isostatic adjustment. We calculate a preliminary strain rate map with high spatial resolution using publicly available continuous GPS data from Nevada Geodetic Laboratory (NGL), with time series covering up to 20 years. We use a 2D velocity interpolation method: gpsgridder, a module from Generic Mapping Tools (GMT) that grids discrete vectors using a model based on 2D elasticity. This approach includes velocity uncertainties and performs better than biharmonic interpolations for sparse vectors because it considers coupling between the velocity components. We test spatial resolution of the method and station configuration using an approach similar to checkerboard tests applied in seismic tomographic inversions. In addition, the resolution analysis gives a spatial quantification of the reliability of the obtained continuous strain rate distribution, which is key to identify zones that can be improved in terms of GPS coverage including campaign data. We will show that for our 2-D velocity field and using a mesh grid of 0.25° X 0.25°, the method begins to resolve checkerboard lengths of ~50 km in regions where the average spacing between stations is ~40 km. Finally, we will present the length resolution of the station configuration in the SLV, along with the interpolated strain rate map.
How to cite: Meneses, G., Onwuemeka, J., Harrington, R., and Liu, Y.: Small wavelength features of the strain rate distribution for the St. Lawrence paleo-rift zone, eastern Canada, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10998, https://doi.org/10.5194/egusphere-egu21-10998, 2021.
EGU21-8723 | vPICO presentations | NH4.5
Determining seismic hazard in slowly deforming region: Can we gather enough information from karst caves?Ana Mladenović and Jelena Ćalić
Methods to determine seismic hazard in any region vary depending on the regional seismicity, but can be roughly grouped into two main groups: one based on probabilistic methods that use data about known seismicity in the region, and another, which is based on data related to the faulting processes and determination of seismically active faults. Both groups of methods are relatively good for seismically active regions. However, in regions of low seismic activity and slow deformations, there is neither enough data for proper probabilistic determination of seismic hazard, nor enough data about deformation that can indicate possibly active faults. Because of that, all sets of data have to be combined in order to gather necessary information needed to determine seismic hazard for a given area.
One of such regions of low seismicity and very slow deformation is the region of Carpatho-Balkan orogen, situated in Eastern Serbia. This orogen represents the western part of the Carpatho-Balkan orogenic chain, extending in the north to the Romanian Southern Carpathians and in its southeastern part to the Balkan massif in Bulgaria. In its central part, in Eastern Serbia, Carpatho-Balkanides are made up of a system of east-vergent nappes, that have been formed in Early Cretaceous and were multiply activated during their geological history. This activity led to the formation of faults that are favorably oriented in respect to the main thrust system. It is suspected that some of these fault systems are also active in recent times.
Relatively complex geological structure and existence of a large number of rock discontinuities, as well as relatively long time during which these geological units have been exposed on the surface, led to intensive karst process and formation of both surface and underground karst forms. Therefore, investigations of faults and deformations on the field surface are very difficult, but investigations of neotectonically active faults inside the karst caves can give a lot more information.
In this abstract, we present evidence about the youngest and recently active faults in the region of interest, based on data from karst caves. Age of activity of faults mapped inside the caves was determined based on indicators of faults cutting speleothems, forming fault breccias that incorporate cave sediments (broken speleothems), and based on speleogenetic considerations. Samples for radiometric dating have been collected, that will help to quantify fault activity rate.
Preliminary results show that the research area is characterized by strike-slip tectonics, most likely resulting from far-field stress generated by the collision of the Adriatic microplate, the Moesian indenter and the tectonic units in-between. Such stress field is shown to be highly heterogeneous even in this relatively small research area, so local areas of transtension and transpression have also been very important in controlling the recent fault kinematics in this part of the Carpatho-Balkanides. These preliminary conclusions are also of high importance for seismic hazard characterization.
How to cite: Mladenović, A. and Ćalić, J.: Determining seismic hazard in slowly deforming region: Can we gather enough information from karst caves?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8723, https://doi.org/10.5194/egusphere-egu21-8723, 2021.
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Methods to determine seismic hazard in any region vary depending on the regional seismicity, but can be roughly grouped into two main groups: one based on probabilistic methods that use data about known seismicity in the region, and another, which is based on data related to the faulting processes and determination of seismically active faults. Both groups of methods are relatively good for seismically active regions. However, in regions of low seismic activity and slow deformations, there is neither enough data for proper probabilistic determination of seismic hazard, nor enough data about deformation that can indicate possibly active faults. Because of that, all sets of data have to be combined in order to gather necessary information needed to determine seismic hazard for a given area.
One of such regions of low seismicity and very slow deformation is the region of Carpatho-Balkan orogen, situated in Eastern Serbia. This orogen represents the western part of the Carpatho-Balkan orogenic chain, extending in the north to the Romanian Southern Carpathians and in its southeastern part to the Balkan massif in Bulgaria. In its central part, in Eastern Serbia, Carpatho-Balkanides are made up of a system of east-vergent nappes, that have been formed in Early Cretaceous and were multiply activated during their geological history. This activity led to the formation of faults that are favorably oriented in respect to the main thrust system. It is suspected that some of these fault systems are also active in recent times.
Relatively complex geological structure and existence of a large number of rock discontinuities, as well as relatively long time during which these geological units have been exposed on the surface, led to intensive karst process and formation of both surface and underground karst forms. Therefore, investigations of faults and deformations on the field surface are very difficult, but investigations of neotectonically active faults inside the karst caves can give a lot more information.
In this abstract, we present evidence about the youngest and recently active faults in the region of interest, based on data from karst caves. Age of activity of faults mapped inside the caves was determined based on indicators of faults cutting speleothems, forming fault breccias that incorporate cave sediments (broken speleothems), and based on speleogenetic considerations. Samples for radiometric dating have been collected, that will help to quantify fault activity rate.
Preliminary results show that the research area is characterized by strike-slip tectonics, most likely resulting from far-field stress generated by the collision of the Adriatic microplate, the Moesian indenter and the tectonic units in-between. Such stress field is shown to be highly heterogeneous even in this relatively small research area, so local areas of transtension and transpression have also been very important in controlling the recent fault kinematics in this part of the Carpatho-Balkanides. These preliminary conclusions are also of high importance for seismic hazard characterization.
How to cite: Mladenović, A. and Ćalić, J.: Determining seismic hazard in slowly deforming region: Can we gather enough information from karst caves?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8723, https://doi.org/10.5194/egusphere-egu21-8723, 2021.
EGU21-1035 | vPICO presentations | NH4.5
Candlestick stalagmite’s eigenfrequency characterisation with ambient seismic noise and 3D scan, a step to support seismic hazard assessmentAurélie Martin, Thomas Lecocq, Klaus-G. Hinzen, Thierry Camelbeeck, Yves Quinif, and Nathalie Fagel
Intact speleothems can be used as indicators for an upper limit of the level of horizontal ground motions of past earthquakes which affected the cave. Candlestick stalagmites have eigenfrequencies well in the frequency-band of regional earthquake ground motions. An earthquake can therefore break such elongated structures if the ground movement is strong enough. In the study of the response of speleothems to earthquakes, eigenfrequencies are a fundamental parameter. A study was carried out at Han-sur-Lesse (Belgium Ardennes) to estimate these frequencies for the so called Minaret stalagmite, an imposing 4.5 m tall structure.
Three-component seismic sensors were used to record the ambient noise during a period of 22 days on the stalagmite, at its base on the cave floor, and at Earth’s surface. This technique allows a precise determination of the first eigenfrequencies of the stalagmite (two firsts mode shapes) and the polarization of the motions associated with the frequencies. The use of three-component seismic sensors is a precondition to identifying these polarizations. Moreover, the horizontal motions recorded on the stalagmite show significant amplification (4 and 14 times depending on the orientation) compared to those recorded at the free surface outside the cave. The long recording period allows the measurement of transient events like earthquakes or quarry blasts.
In addition, a 3D laser scan of the stalagmite’s shape has been used to construct numerical models. The dynamic behaviour of the models is in good agreement with the measured parameters. The use of the 3D scans clearly increased accordance between model and measurements compared to simply shaped approximations of the stalagmite. The combination of measured and modelled data clearly show that the shape of the stalagmite (elliptical cross-section and shape irregularities) influences the eigenfrequencies and the polarization of the modes while also causing a near-orthogonal split of the natural frequencies.
Knowing that the shape and the height of the stalagmites evolve over time, further steps in this study will be to date the candlestick stalagmites in order to have an approximation of their height (and therefore their eigenfrequencies) during their history and to model their eigenfrequency evolution with time.
How to cite: Martin, A., Lecocq, T., Hinzen, K.-G., Camelbeeck, T., Quinif, Y., and Fagel, N.: Candlestick stalagmite’s eigenfrequency characterisation with ambient seismic noise and 3D scan, a step to support seismic hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1035, https://doi.org/10.5194/egusphere-egu21-1035, 2021.
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Intact speleothems can be used as indicators for an upper limit of the level of horizontal ground motions of past earthquakes which affected the cave. Candlestick stalagmites have eigenfrequencies well in the frequency-band of regional earthquake ground motions. An earthquake can therefore break such elongated structures if the ground movement is strong enough. In the study of the response of speleothems to earthquakes, eigenfrequencies are a fundamental parameter. A study was carried out at Han-sur-Lesse (Belgium Ardennes) to estimate these frequencies for the so called Minaret stalagmite, an imposing 4.5 m tall structure.
Three-component seismic sensors were used to record the ambient noise during a period of 22 days on the stalagmite, at its base on the cave floor, and at Earth’s surface. This technique allows a precise determination of the first eigenfrequencies of the stalagmite (two firsts mode shapes) and the polarization of the motions associated with the frequencies. The use of three-component seismic sensors is a precondition to identifying these polarizations. Moreover, the horizontal motions recorded on the stalagmite show significant amplification (4 and 14 times depending on the orientation) compared to those recorded at the free surface outside the cave. The long recording period allows the measurement of transient events like earthquakes or quarry blasts.
In addition, a 3D laser scan of the stalagmite’s shape has been used to construct numerical models. The dynamic behaviour of the models is in good agreement with the measured parameters. The use of the 3D scans clearly increased accordance between model and measurements compared to simply shaped approximations of the stalagmite. The combination of measured and modelled data clearly show that the shape of the stalagmite (elliptical cross-section and shape irregularities) influences the eigenfrequencies and the polarization of the modes while also causing a near-orthogonal split of the natural frequencies.
Knowing that the shape and the height of the stalagmites evolve over time, further steps in this study will be to date the candlestick stalagmites in order to have an approximation of their height (and therefore their eigenfrequencies) during their history and to model their eigenfrequency evolution with time.
How to cite: Martin, A., Lecocq, T., Hinzen, K.-G., Camelbeeck, T., Quinif, Y., and Fagel, N.: Candlestick stalagmite’s eigenfrequency characterisation with ambient seismic noise and 3D scan, a step to support seismic hazard assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1035, https://doi.org/10.5194/egusphere-egu21-1035, 2021.
EGU21-5599 | vPICO presentations | NH4.5
Seismotectonic Analysis of the 2017 Moiyabana Earthquake (MW 6.5; Botswana), Insights from field investigations, aftershock and InSAR studiesThifhelimbilu Mulabisana, Mustapha Meghraoui, Vunganai Midzi, Mohamed Saleh, Onkgopotse Ntibinyane, Motsamai Tarzan Kwadiba, Brassnavy Manzunzu, Oarabile Seiphemo, Tebogo Pule, and Ian Saunders
The 3 April 2017 MW 6.5, Moiyabana (Botswana) earthquake occurred in the continental interior of the African plate and in a seismogenic region previously considered as stable. We analyse the mainshock and aftershock sequence based on a local seismic network and local seismotectonic characteristics. The earthquake rupture geometry is constrained with more than 1,000 aftershocks recorded over a period of three months and from the InSAR analysis of Sentinel-1 images (ascending orbit). The mainshock (25.134 E, 22.565 S; depth 22 ± 3 km) was followed by more than 500 events of magnitude M ≥ 0.8 recorded in April 2017 including the largest aftershock (MW 4.6 on the 5 April 2017). Focal mechanism solutions of the mainshock and aftershocks display predominance of NW-SE trending and NE dipping normal faulting. Stress inversion of focal mechanisms obtained from the mainshock and aftershock database are compatible with a NE-SW extension under normal faulting regime. The InSAR study shows fringes with two lobes with 4 to 6 cm coseismic slip on a NW-SE elongated and 30-km-long surface deformation consistent with the mainshock location and normal faulting mechanism. The modelling of surface deformation provides the earthquake rupture dimension at depth with ~ 1 m maximum slip on a fault plane striking 315°, dipping 45°, -80° rake and with Mo 7.12 1018 Nm Although the seismic strain rate is of low level, the occurrence of the 2017 Moiyabana earthquake, followed by an aftershock sequence in the central Limpopo belt classifies the intraplate region as an active plate interior.
How to cite: Mulabisana, T., Meghraoui, M., Midzi, V., Saleh, M., Ntibinyane, O., Kwadiba, M. T., Manzunzu, B., Seiphemo, O., Pule, T., and Saunders, I.: Seismotectonic Analysis of the 2017 Moiyabana Earthquake (MW 6.5; Botswana), Insights from field investigations, aftershock and InSAR studies , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5599, https://doi.org/10.5194/egusphere-egu21-5599, 2021.
Please decide on your access
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The 3 April 2017 MW 6.5, Moiyabana (Botswana) earthquake occurred in the continental interior of the African plate and in a seismogenic region previously considered as stable. We analyse the mainshock and aftershock sequence based on a local seismic network and local seismotectonic characteristics. The earthquake rupture geometry is constrained with more than 1,000 aftershocks recorded over a period of three months and from the InSAR analysis of Sentinel-1 images (ascending orbit). The mainshock (25.134 E, 22.565 S; depth 22 ± 3 km) was followed by more than 500 events of magnitude M ≥ 0.8 recorded in April 2017 including the largest aftershock (MW 4.6 on the 5 April 2017). Focal mechanism solutions of the mainshock and aftershocks display predominance of NW-SE trending and NE dipping normal faulting. Stress inversion of focal mechanisms obtained from the mainshock and aftershock database are compatible with a NE-SW extension under normal faulting regime. The InSAR study shows fringes with two lobes with 4 to 6 cm coseismic slip on a NW-SE elongated and 30-km-long surface deformation consistent with the mainshock location and normal faulting mechanism. The modelling of surface deformation provides the earthquake rupture dimension at depth with ~ 1 m maximum slip on a fault plane striking 315°, dipping 45°, -80° rake and with Mo 7.12 1018 Nm Although the seismic strain rate is of low level, the occurrence of the 2017 Moiyabana earthquake, followed by an aftershock sequence in the central Limpopo belt classifies the intraplate region as an active plate interior.
How to cite: Mulabisana, T., Meghraoui, M., Midzi, V., Saleh, M., Ntibinyane, O., Kwadiba, M. T., Manzunzu, B., Seiphemo, O., Pule, T., and Saunders, I.: Seismotectonic Analysis of the 2017 Moiyabana Earthquake (MW 6.5; Botswana), Insights from field investigations, aftershock and InSAR studies , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5599, https://doi.org/10.5194/egusphere-egu21-5599, 2021.
EGU21-4388 | vPICO presentations | NH4.5
Insights on fault reactivation during the 2019, Mw4.9 Le Teil earthquake in southeastern France, from a joint 3D geology and InSAR studyLéo Marconato, Philippe-Hervé Leloup, Cécile Lasserre, Séverine Caritg, Romain Jolivet, Raphaël Grandin, Olivier Cavalié, Marianne Métois, and Laurence Audin
The 2019, Mw4.9 Le Teil earthquake occurred in southeastern France, causing important damage in a slow deforming region. Field based, remote sensing and seismological studies following the event revealed its very shallow depth, a rupture length of ~5 km with surface rupture evidences and a thrusting mechanism. We further investigate this earthquake by combining geological field mapping and 3D geology, InSAR time series analysis and coseismic slip inversion.
From structural, stratigraphic and geological data collected around the epicenter, we first produce a 3D geological model over a 70 km2 and 3 km deep zone surrounding the 2019 rupture, using the GeoModeller software. This model includes the geometry of the main faults and geological layers, and especially a geometry for La Rouvière Fault, an Oligocene normal fault likely reactivated during the earthquake.
We also generate a time series of the surface displacement by InSAR, based on Sentinel-1 data ranging from early January 2019 to late January 2020, using the NSBAS processing chain. The spatio-temporal patterns of the surface displacement for this limited time span show neither clear pre-seismic signal nor significant postseismic slip. We extract from the InSAR time series the coseismic displacement pattern, and in particular the along-strike slip distribution that shows spatial variations. The maximum relative displacement along the Line-Of-Sight is up to ~16 cm and is located in the southwestern part of the rupture.
We then invert for the slip distribution on the fault from the InSAR coseismic surface displacement field. We use a non-negative least square approach based on the CSI software and the fault surface trace defined in the 3D geological model, exploring the range of plausible fault dip values. Best-fitting dips range between 55° and 60°. Such values are slightly lower than those measured on La Rouvière Fault planes in the field. Our model confirms the reactivation of La Rouvière fault, with reverse slip at very shallow depth and two main slip patches reaching 30 cm and 24 cm of slip at 400-500m depth. We finally discuss how the 3D fault geometry and geological configuration could have impacted the slip distribution and propagation during the earthquake.
This study is a step to better quantify strain accumulation and assess the seismic hazard associated with other similar faults along the Cévennes fault system, in a densely populated area hosting several nuclear plants.
How to cite: Marconato, L., Leloup, P.-H., Lasserre, C., Caritg, S., Jolivet, R., Grandin, R., Cavalié, O., Métois, M., and Audin, L.: Insights on fault reactivation during the 2019, Mw4.9 Le Teil earthquake in southeastern France, from a joint 3D geology and InSAR study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4388, https://doi.org/10.5194/egusphere-egu21-4388, 2021.
The 2019, Mw4.9 Le Teil earthquake occurred in southeastern France, causing important damage in a slow deforming region. Field based, remote sensing and seismological studies following the event revealed its very shallow depth, a rupture length of ~5 km with surface rupture evidences and a thrusting mechanism. We further investigate this earthquake by combining geological field mapping and 3D geology, InSAR time series analysis and coseismic slip inversion.
From structural, stratigraphic and geological data collected around the epicenter, we first produce a 3D geological model over a 70 km2 and 3 km deep zone surrounding the 2019 rupture, using the GeoModeller software. This model includes the geometry of the main faults and geological layers, and especially a geometry for La Rouvière Fault, an Oligocene normal fault likely reactivated during the earthquake.
We also generate a time series of the surface displacement by InSAR, based on Sentinel-1 data ranging from early January 2019 to late January 2020, using the NSBAS processing chain. The spatio-temporal patterns of the surface displacement for this limited time span show neither clear pre-seismic signal nor significant postseismic slip. We extract from the InSAR time series the coseismic displacement pattern, and in particular the along-strike slip distribution that shows spatial variations. The maximum relative displacement along the Line-Of-Sight is up to ~16 cm and is located in the southwestern part of the rupture.
We then invert for the slip distribution on the fault from the InSAR coseismic surface displacement field. We use a non-negative least square approach based on the CSI software and the fault surface trace defined in the 3D geological model, exploring the range of plausible fault dip values. Best-fitting dips range between 55° and 60°. Such values are slightly lower than those measured on La Rouvière Fault planes in the field. Our model confirms the reactivation of La Rouvière fault, with reverse slip at very shallow depth and two main slip patches reaching 30 cm and 24 cm of slip at 400-500m depth. We finally discuss how the 3D fault geometry and geological configuration could have impacted the slip distribution and propagation during the earthquake.
This study is a step to better quantify strain accumulation and assess the seismic hazard associated with other similar faults along the Cévennes fault system, in a densely populated area hosting several nuclear plants.
How to cite: Marconato, L., Leloup, P.-H., Lasserre, C., Caritg, S., Jolivet, R., Grandin, R., Cavalié, O., Métois, M., and Audin, L.: Insights on fault reactivation during the 2019, Mw4.9 Le Teil earthquake in southeastern France, from a joint 3D geology and InSAR study, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4388, https://doi.org/10.5194/egusphere-egu21-4388, 2021.
EGU21-1394 | vPICO presentations | NH4.5
Hydraulic and mechanical constraints on the magnitude Ml 5.2 earthquake of 11 November 2019 at Le Teil (France)André Burnol, Antoine Armandine Les Landes, Hideo Aochi, Julie Maury, and Cécile Allanic
On 11 November 2019, a Ml 5.2 earthquake broke the Rouvière fault in southeast France at Le Teil, close to the Rhone river. This recent seismic event is the strongest earthquake ever felt in France since the Arette (Pyrenees) earthquake in 1967. A priori, it is also a historically unprecedented earthquake in the surrounding low strain and stable continental region. By using an updated geological model, we focus this work on the comparison of the effect of hydraulic recharge linked to the infiltration of meteoric water in the period preceding the earthquake and the effect of the exploitation of a large limestone quarry in the vicinity of the epicenter.
At first, we carry out a complete inventory of local seismicity in a rectangular area of 50 km x 25 km around the Teil quarry. We put these seismic events in temporal relation with the rainfall measurements from the weather station at Montélimar. The three most intense rainy events between 2010 and 2019 are all followed by a seismic event in this restricted area, which occurs between 8 and 18 days after these rainy episodes.
Afterward, we describe the different geological configurations from the updated geological model and the boundary conditions, that are used to calculate the pressure variations along the Rouvière fault using two-dimensional (2D) double porosity double permeability models. The BRGM Compass code is used with the surface soil moisture data acquired by the SMOS satellite between 2010 and 2019, as surface boundary conditions and the Rhône river as edge boundary conditions. The main result of these hydrogeological simulations is that at the intersection of the Rouvière fault and a sub-vertical fault, the calculated increase in pore fluid pressure is maximum just before the earthquake of November 11, 2019.
A sensitivity study carried out on the hydraulic parameters and on the configuration of the fault system of the 2D model, allows us to estimate that at about 1000 m depth, the overpressure linked to the hydraulic recharge is between 0.3 and 0.6 MPa. Finally, we compare the variation in normal stress linked to a mechanical discharge from the surface quarry and the hydraulic overpressure linked to a meteoric water recharge, by choosing the same fault geometry. The comparison shows that the overpressure associated with hydraulic recharge has an impact that is an order of magnitude greater than that of the normal mechanical stress due to the decharge of the limestone quarry.
How to cite: Burnol, A., Armandine Les Landes, A., Aochi, H., Maury, J., and Allanic, C.: Hydraulic and mechanical constraints on the magnitude Ml 5.2 earthquake of 11 November 2019 at Le Teil (France), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1394, https://doi.org/10.5194/egusphere-egu21-1394, 2021.
On 11 November 2019, a Ml 5.2 earthquake broke the Rouvière fault in southeast France at Le Teil, close to the Rhone river. This recent seismic event is the strongest earthquake ever felt in France since the Arette (Pyrenees) earthquake in 1967. A priori, it is also a historically unprecedented earthquake in the surrounding low strain and stable continental region. By using an updated geological model, we focus this work on the comparison of the effect of hydraulic recharge linked to the infiltration of meteoric water in the period preceding the earthquake and the effect of the exploitation of a large limestone quarry in the vicinity of the epicenter.
At first, we carry out a complete inventory of local seismicity in a rectangular area of 50 km x 25 km around the Teil quarry. We put these seismic events in temporal relation with the rainfall measurements from the weather station at Montélimar. The three most intense rainy events between 2010 and 2019 are all followed by a seismic event in this restricted area, which occurs between 8 and 18 days after these rainy episodes.
Afterward, we describe the different geological configurations from the updated geological model and the boundary conditions, that are used to calculate the pressure variations along the Rouvière fault using two-dimensional (2D) double porosity double permeability models. The BRGM Compass code is used with the surface soil moisture data acquired by the SMOS satellite between 2010 and 2019, as surface boundary conditions and the Rhône river as edge boundary conditions. The main result of these hydrogeological simulations is that at the intersection of the Rouvière fault and a sub-vertical fault, the calculated increase in pore fluid pressure is maximum just before the earthquake of November 11, 2019.
A sensitivity study carried out on the hydraulic parameters and on the configuration of the fault system of the 2D model, allows us to estimate that at about 1000 m depth, the overpressure linked to the hydraulic recharge is between 0.3 and 0.6 MPa. Finally, we compare the variation in normal stress linked to a mechanical discharge from the surface quarry and the hydraulic overpressure linked to a meteoric water recharge, by choosing the same fault geometry. The comparison shows that the overpressure associated with hydraulic recharge has an impact that is an order of magnitude greater than that of the normal mechanical stress due to the decharge of the limestone quarry.
How to cite: Burnol, A., Armandine Les Landes, A., Aochi, H., Maury, J., and Allanic, C.: Hydraulic and mechanical constraints on the magnitude Ml 5.2 earthquake of 11 November 2019 at Le Teil (France), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1394, https://doi.org/10.5194/egusphere-egu21-1394, 2021.
EGU21-13044 | vPICO presentations | NH4.5
Analyzing the paleoseismic history of the La Rouvière fault, unexpected source of the 11-11-2019, Mw4.9 Le Teil surface rupturing earthquake (Cévennes fault system, France)Jean-François Ritz, Stéphane Baize, Matthieu Ferry, Estelle Hannouz, Magali Riesner, Laurent Bollinger, Christophe Larroque, Laurence Audin, Kevin Manchuel, Magali Rizza, Hervé Jomard, Christian Sue, Pierre Arroucau, and Jérémy Billant
The 11-11-2019 Le Teil earthquake (Mw4.9), located in the Rhône river valley occurred along the La Rouvière fault (LRF) within the NE termination of the Cévennes faults system (CFS). This very shallow moderate magnitude and reverse-faulting event inverted an Oligocene normal fault which was not assessed to be potentially active, causing surface rupture and strong ground shaking. Its morphology shows no evidence of cumulative reverse faulting during the Quaternary. All of this information raises the question of whether the fault was reactivated for the first time since the Oligocene during the Teil earthquake, or if it had broken the surface before, during the Quaternary period, but could not be detected. In addition, it poses the question of the potential reactivation of other faults of the CFS and other faults in metropolitan France as well.
To tackle those issues, we launched paleoseismic investigations along the LRF to analyze and characterize evidences of paleo-ruptures in Quaternary deposits. Twelve trenches were dug along the section that broke in 2019. The trenches were dug in aeolian deposits and slope colluvium lying against the ancient LRF normal fault mirror carved in the Barremian limestones. Five trenches yielded favorable Quaternary deposits to document deformation suggesting that one paleo-event, maybe more, occurred with kinematic characteristics (sense of movement, amount of displacement) similar to the 2019 event. The radiocarbon dating of the deformed units (“bulks” collected from the colluvium clayey-silty matrix) suggests, in particular, that at least one event occurred in the past 13 Ka (i.e. penultimate event prior to the Teil earthquake) . The fact that these events are not preserved in the morphology is explained by the small amount of displacement and a long return period, consistent with the low strain rate measured by GPS in this region (~10-9 yrs-1). Our study shows that it is therefore fundamental to carry out more detailed paleoseismological investigations in metropolitan France, especially along ancient faults favorably oriented with respect to the present stress field. Those are already planned in the next coming months along other segments of the CFS.
How to cite: Ritz, J.-F., Baize, S., Ferry, M., Hannouz, E., Riesner, M., Bollinger, L., Larroque, C., Audin, L., Manchuel, K., Rizza, M., Jomard, H., Sue, C., Arroucau, P., and Billant, J.: Analyzing the paleoseismic history of the La Rouvière fault, unexpected source of the 11-11-2019, Mw4.9 Le Teil surface rupturing earthquake (Cévennes fault system, France) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13044, https://doi.org/10.5194/egusphere-egu21-13044, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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The 11-11-2019 Le Teil earthquake (Mw4.9), located in the Rhône river valley occurred along the La Rouvière fault (LRF) within the NE termination of the Cévennes faults system (CFS). This very shallow moderate magnitude and reverse-faulting event inverted an Oligocene normal fault which was not assessed to be potentially active, causing surface rupture and strong ground shaking. Its morphology shows no evidence of cumulative reverse faulting during the Quaternary. All of this information raises the question of whether the fault was reactivated for the first time since the Oligocene during the Teil earthquake, or if it had broken the surface before, during the Quaternary period, but could not be detected. In addition, it poses the question of the potential reactivation of other faults of the CFS and other faults in metropolitan France as well.
To tackle those issues, we launched paleoseismic investigations along the LRF to analyze and characterize evidences of paleo-ruptures in Quaternary deposits. Twelve trenches were dug along the section that broke in 2019. The trenches were dug in aeolian deposits and slope colluvium lying against the ancient LRF normal fault mirror carved in the Barremian limestones. Five trenches yielded favorable Quaternary deposits to document deformation suggesting that one paleo-event, maybe more, occurred with kinematic characteristics (sense of movement, amount of displacement) similar to the 2019 event. The radiocarbon dating of the deformed units (“bulks” collected from the colluvium clayey-silty matrix) suggests, in particular, that at least one event occurred in the past 13 Ka (i.e. penultimate event prior to the Teil earthquake) . The fact that these events are not preserved in the morphology is explained by the small amount of displacement and a long return period, consistent with the low strain rate measured by GPS in this region (~10-9 yrs-1). Our study shows that it is therefore fundamental to carry out more detailed paleoseismological investigations in metropolitan France, especially along ancient faults favorably oriented with respect to the present stress field. Those are already planned in the next coming months along other segments of the CFS.
How to cite: Ritz, J.-F., Baize, S., Ferry, M., Hannouz, E., Riesner, M., Bollinger, L., Larroque, C., Audin, L., Manchuel, K., Rizza, M., Jomard, H., Sue, C., Arroucau, P., and Billant, J.: Analyzing the paleoseismic history of the La Rouvière fault, unexpected source of the 11-11-2019, Mw4.9 Le Teil surface rupturing earthquake (Cévennes fault system, France) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13044, https://doi.org/10.5194/egusphere-egu21-13044, 2021.
EGU21-14963 | vPICO presentations | NH4.5
Seismotectonics of the Western Alps: new insights on seismogenic source characterizationMarguerite Mathey, Christian Sue, Colin Pagani, Stéphane Baize, Andrea Walpersdorf, Thomas Bodin, Laurent Husson, Estelle Hannouz, and Bertrand Potin
Due to the low to moderate seismicity of the European Western Alps, few focal mechanisms are available to date in this region, and the corresponding current seismic stress and strain fields remain partly elusive. The development of dense seismic networks in the past decades now provides a substantial amount of seismic records down to low magnitudes. The corresponding data, while challenging to handle due to their amount and relative noise, represent a new opportunity to increase the spatial resolution of seismic deformation fields.
The aim of this study is to assess spatial variations of the tectonic regimes and corresponding stress and strain fields, which will provide new insights into active seismic deformation in this area. The dataset comprises more than 30,000 earthquakes relocalized in a 3D crustal velocity model, and more than 2200 focal mechanisms newly computed in a consistent manner. We inverted this new set of focal mechanisms through several strategies, including a seismotectonic zoning scheme and a Bayesian inversion, which provides a probabilistic 3D reconstruction of the faulting style in the Western Alps.
The global distribution of P and T axes plunges confirms a majority of transcurrent focal mechanisms in the overall alpine realm, combined with pure extension localized in the core of the belt. Extension is found clustered, instead of continuous along the backbone of the belt. Compression is robustly retrieved only in the Po plain, which lays at the limit between the Adriatic and Eurasian plates. High frequency spatial variations of the seismic deformation are consistent with surface horizontal GNSS measurements as well as with deep lithospheric structures, thereby providing new elements to constrain homogeneously deforming zones.
We interpret the ongoing seismotectonic and kinematic regimes as being controlled by the joint effects of far-field forces –imposed by the counterclockwise rotation of Adria with respect to Europe- and of buoyancy forces in the core of the belt, which together explain the high frequency patches of extension and of marginal compression overprinted on an overall transcurrent tectonic regime.
These results shed new lights on seismicity distribution and tectonic regime variations both regionally and at depth. They appear complementary to geodetic constraints on active faults and to existing structural studies, thus allowing us to bring new insights into future seismogenic zoning schemes.
How to cite: Mathey, M., Sue, C., Pagani, C., Baize, S., Walpersdorf, A., Bodin, T., Husson, L., Hannouz, E., and Potin, B.: Seismotectonics of the Western Alps: new insights on seismogenic source characterization, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14963, https://doi.org/10.5194/egusphere-egu21-14963, 2021.
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Due to the low to moderate seismicity of the European Western Alps, few focal mechanisms are available to date in this region, and the corresponding current seismic stress and strain fields remain partly elusive. The development of dense seismic networks in the past decades now provides a substantial amount of seismic records down to low magnitudes. The corresponding data, while challenging to handle due to their amount and relative noise, represent a new opportunity to increase the spatial resolution of seismic deformation fields.
The aim of this study is to assess spatial variations of the tectonic regimes and corresponding stress and strain fields, which will provide new insights into active seismic deformation in this area. The dataset comprises more than 30,000 earthquakes relocalized in a 3D crustal velocity model, and more than 2200 focal mechanisms newly computed in a consistent manner. We inverted this new set of focal mechanisms through several strategies, including a seismotectonic zoning scheme and a Bayesian inversion, which provides a probabilistic 3D reconstruction of the faulting style in the Western Alps.
The global distribution of P and T axes plunges confirms a majority of transcurrent focal mechanisms in the overall alpine realm, combined with pure extension localized in the core of the belt. Extension is found clustered, instead of continuous along the backbone of the belt. Compression is robustly retrieved only in the Po plain, which lays at the limit between the Adriatic and Eurasian plates. High frequency spatial variations of the seismic deformation are consistent with surface horizontal GNSS measurements as well as with deep lithospheric structures, thereby providing new elements to constrain homogeneously deforming zones.
We interpret the ongoing seismotectonic and kinematic regimes as being controlled by the joint effects of far-field forces –imposed by the counterclockwise rotation of Adria with respect to Europe- and of buoyancy forces in the core of the belt, which together explain the high frequency patches of extension and of marginal compression overprinted on an overall transcurrent tectonic regime.
These results shed new lights on seismicity distribution and tectonic regime variations both regionally and at depth. They appear complementary to geodetic constraints on active faults and to existing structural studies, thus allowing us to bring new insights into future seismogenic zoning schemes.
How to cite: Mathey, M., Sue, C., Pagani, C., Baize, S., Walpersdorf, A., Bodin, T., Husson, L., Hannouz, E., and Potin, B.: Seismotectonics of the Western Alps: new insights on seismogenic source characterization, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14963, https://doi.org/10.5194/egusphere-egu21-14963, 2021.
EGU21-10839 | vPICO presentations | NH4.5
Glacial Isostatic Adjustment as a process of deformation but not seismicity in Western Alps: Coupling geodetical strain rate and numerical modelingJuliette Grosset, Stéphane Mazzotti, and Philippe Vernant
In the last decade, geodetic data has become fundamental in studies of active faults, seismicity and seismic hazard. In particular, GNSS strain rates and velocities are used to constrain fault-slip rates and seismicity parameters, on the premise that these short-term (ca. 10 yr) measurements are representative of long-term (104–106 yr) fault activity. The Western Alps are a good example of such development in a very-low-strain region with a high-density ongoing seismic activity. There, the first-order agreement between GNSS strain rates and earthquake deformation patterns suggest that a large part of the geodetic deformation observed in the area is seismic. This correlation also suggests that geodetic strain rates can provide constraints on seismicity and seismic hazard. With a numerical modeling approach, we point out the similarities between strain rates predicted for Glacial Isostatic Adjustment (GIA) from the Last Glacial Maximum and the geodetic strain rate field, suggesting that a large part of the GNSS signal is related to GIA. However, we show that the apparent compatibility between geodetic strain rates and seismicity hides a strain rate - stress paradox. In fact, stress perturbations due to GIA are not compatible with observed seismicity, and even tend to inhibit fault activity (as observed from focal mechanisms). Thus, the Western Alps present a typical example of a tectonic system where a transient deformation process precludes, or at least strongly complexifies, the use of geodetic strain rates in seismicity and seismic hazard analyses.
How to cite: Grosset, J., Mazzotti, S., and Vernant, P.: Glacial Isostatic Adjustment as a process of deformation but not seismicity in Western Alps: Coupling geodetical strain rate and numerical modeling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10839, https://doi.org/10.5194/egusphere-egu21-10839, 2021.
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In the last decade, geodetic data has become fundamental in studies of active faults, seismicity and seismic hazard. In particular, GNSS strain rates and velocities are used to constrain fault-slip rates and seismicity parameters, on the premise that these short-term (ca. 10 yr) measurements are representative of long-term (104–106 yr) fault activity. The Western Alps are a good example of such development in a very-low-strain region with a high-density ongoing seismic activity. There, the first-order agreement between GNSS strain rates and earthquake deformation patterns suggest that a large part of the geodetic deformation observed in the area is seismic. This correlation also suggests that geodetic strain rates can provide constraints on seismicity and seismic hazard. With a numerical modeling approach, we point out the similarities between strain rates predicted for Glacial Isostatic Adjustment (GIA) from the Last Glacial Maximum and the geodetic strain rate field, suggesting that a large part of the GNSS signal is related to GIA. However, we show that the apparent compatibility between geodetic strain rates and seismicity hides a strain rate - stress paradox. In fact, stress perturbations due to GIA are not compatible with observed seismicity, and even tend to inhibit fault activity (as observed from focal mechanisms). Thus, the Western Alps present a typical example of a tectonic system where a transient deformation process precludes, or at least strongly complexifies, the use of geodetic strain rates in seismicity and seismic hazard analyses.
How to cite: Grosset, J., Mazzotti, S., and Vernant, P.: Glacial Isostatic Adjustment as a process of deformation but not seismicity in Western Alps: Coupling geodetical strain rate and numerical modeling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10839, https://doi.org/10.5194/egusphere-egu21-10839, 2021.
NH5.1 – Tsunamis : from source processes to coastal hazard and warning
EGU21-8278 | vPICO presentations | NH5.1
Analysis of potential seismic sources of tsunamis in the Black Sea region, using data from various cataloguesEmil Oynakov, Liliya Dimitrova, Lyubka Pashova, and Dragomir Dragomirov
Low-laying territories along the Black Sea coastal line are more vulnerable to the possible high (long) waves due to tsunami events caused by strong earthquakes in the active seismic regions. Historically, such events are rare in the Black Sea region, despite some scientific evidence of tsunamis and their recordings through continuous sea-level observations with tide gauges built in certain places along the coast. This study analyses seismic data derived from different international earthquake catalogues - NEIC, ISC, EMSC, IDC and Bulgarian national catalogue (1981 - 2019). A catalogue of earthquakes within the period covering the historical to the contemporary seismicity with magnitudes M ≥ 3 is compiled. The data are processed applying the software package ZMAP, developed by Stefan Wiemer (http://www.seismo.ethz.ch/en/research-and-teaching/products-software/software/ZMAP/index.html). The catalogues' completeness is calculated to assess the reliability of the historical data needed to assess the risk of rare tsunami events. The prevailing part of the earthquakes' epicentres are in the seismically active regions of Shabla, the Crimean peninsula, the east and southeast coast of the Black Sea forming six main clusters, which confirmed previous studies in the region. In these areas, several active and potentially active faults, which can generate tsunamigenic seismic events, are recognized.
Acknowledgements: The authors would like to thank the Bulgarian National Science Fund for co-funding the research under the Contract КП-СЕ-КОСТ/8, 25.09.2020, which is carried out within framework of COST Action 18109 “Accelerating Global science In Tsunami HAzard and Risk analysis” (AGITHAR; https://www.agithar.uni-hamburg.de/).
How to cite: Oynakov, E., Dimitrova, L., Pashova, L., and Dragomirov, D.: Analysis of potential seismic sources of tsunamis in the Black Sea region, using data from various catalogues, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8278, https://doi.org/10.5194/egusphere-egu21-8278, 2021.
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Low-laying territories along the Black Sea coastal line are more vulnerable to the possible high (long) waves due to tsunami events caused by strong earthquakes in the active seismic regions. Historically, such events are rare in the Black Sea region, despite some scientific evidence of tsunamis and their recordings through continuous sea-level observations with tide gauges built in certain places along the coast. This study analyses seismic data derived from different international earthquake catalogues - NEIC, ISC, EMSC, IDC and Bulgarian national catalogue (1981 - 2019). A catalogue of earthquakes within the period covering the historical to the contemporary seismicity with magnitudes M ≥ 3 is compiled. The data are processed applying the software package ZMAP, developed by Stefan Wiemer (http://www.seismo.ethz.ch/en/research-and-teaching/products-software/software/ZMAP/index.html). The catalogues' completeness is calculated to assess the reliability of the historical data needed to assess the risk of rare tsunami events. The prevailing part of the earthquakes' epicentres are in the seismically active regions of Shabla, the Crimean peninsula, the east and southeast coast of the Black Sea forming six main clusters, which confirmed previous studies in the region. In these areas, several active and potentially active faults, which can generate tsunamigenic seismic events, are recognized.
Acknowledgements: The authors would like to thank the Bulgarian National Science Fund for co-funding the research under the Contract КП-СЕ-КОСТ/8, 25.09.2020, which is carried out within framework of COST Action 18109 “Accelerating Global science In Tsunami HAzard and Risk analysis” (AGITHAR; https://www.agithar.uni-hamburg.de/).
How to cite: Oynakov, E., Dimitrova, L., Pashova, L., and Dragomirov, D.: Analysis of potential seismic sources of tsunamis in the Black Sea region, using data from various catalogues, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8278, https://doi.org/10.5194/egusphere-egu21-8278, 2021.
EGU21-8683 | vPICO presentations | NH5.1 | Highlight
The source characteristics and tsunami resonance effect of the 2020 Samos earthquake in Eastern AegeanGui Hu, Wanpeng Feng, Yuchen Wang, Linlin Li, Xiaohui He, Cagil Karakas, and Yunfeng Tian
On October 30 2020 11:51 UTC, a Mw 6.9 normal fault earthquake occurred off the northern coasts of Samos Island, Eastern Aegean, Greece. Over a 120 people were killed and more than 1000 people were injured during the seismic sequence. The quake produced a moderate tsunami that swapped the coastal areas of Izmir (Turkey) and Samos (Greece) with inundation heights up to ~3 m. Finding the source of such a tsunami has been puzzling as a normal fault earthquake with Mw 6.9 would not be considered significant enough to generate metric-scale waves. Furthermore, the lack of near-field observations has made the identification of the seismogenic fault responsible for the mainshock difficult. In this study, we infer the source characteristics from multiple observation data, including InSAR, GPS, teleseismic waves and tsunami waves. We first generate two Sentinel-1 co-seismic interferograms with a maximum Line of Sight (LOS) change of 8 cm on the coastal areas at the Samos island. We obtain a north-dipping fault model, which can slightly better explain the geodetic observations and teleseismic P waves. To understand the potential tsunami source, we use several earthquake slip models collected from different research groups to conduct tsunami simulations. Comparing simulated tsunami waveforms with those measured at 6 local tide gauges, we show that the north-dipping fault can fit tsunami records better than the south-dipping fault. The north-dipping fault hypothesis is also further supported by the spatial distributions of the aftershocks. The spectral analysis of tsunami waveforms at selected tide gauges suggests that the tsunami period band is within 4.6 ~ 21.3 min and the primary wave period is ~14.2 min. Using this wave period as an indirect constraint, we show that the source dimension of our slip model can produce tsunami waveforms with similar wave period. We also find high-energy wave of the Samos earthquake that lasted 20 h, and fundamental oscillation periods of Sığacık Bay are remarkably close to some dominating tsunami periods. We infer the coseismic seafloor displacement alone is not enough to create disastrous effects on coastal cities; therefore we suggest that the tsunami waves may have been amplified by local coastline and tsunami resonance with local bay, or another source, e.g. triggered landslides.
How to cite: Hu, G., Feng, W., Wang, Y., Li, L., He, X., Karakas, C., and Tian, Y.: The source characteristics and tsunami resonance effect of the 2020 Samos earthquake in Eastern Aegean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8683, https://doi.org/10.5194/egusphere-egu21-8683, 2021.
On October 30 2020 11:51 UTC, a Mw 6.9 normal fault earthquake occurred off the northern coasts of Samos Island, Eastern Aegean, Greece. Over a 120 people were killed and more than 1000 people were injured during the seismic sequence. The quake produced a moderate tsunami that swapped the coastal areas of Izmir (Turkey) and Samos (Greece) with inundation heights up to ~3 m. Finding the source of such a tsunami has been puzzling as a normal fault earthquake with Mw 6.9 would not be considered significant enough to generate metric-scale waves. Furthermore, the lack of near-field observations has made the identification of the seismogenic fault responsible for the mainshock difficult. In this study, we infer the source characteristics from multiple observation data, including InSAR, GPS, teleseismic waves and tsunami waves. We first generate two Sentinel-1 co-seismic interferograms with a maximum Line of Sight (LOS) change of 8 cm on the coastal areas at the Samos island. We obtain a north-dipping fault model, which can slightly better explain the geodetic observations and teleseismic P waves. To understand the potential tsunami source, we use several earthquake slip models collected from different research groups to conduct tsunami simulations. Comparing simulated tsunami waveforms with those measured at 6 local tide gauges, we show that the north-dipping fault can fit tsunami records better than the south-dipping fault. The north-dipping fault hypothesis is also further supported by the spatial distributions of the aftershocks. The spectral analysis of tsunami waveforms at selected tide gauges suggests that the tsunami period band is within 4.6 ~ 21.3 min and the primary wave period is ~14.2 min. Using this wave period as an indirect constraint, we show that the source dimension of our slip model can produce tsunami waveforms with similar wave period. We also find high-energy wave of the Samos earthquake that lasted 20 h, and fundamental oscillation periods of Sığacık Bay are remarkably close to some dominating tsunami periods. We infer the coseismic seafloor displacement alone is not enough to create disastrous effects on coastal cities; therefore we suggest that the tsunami waves may have been amplified by local coastline and tsunami resonance with local bay, or another source, e.g. triggered landslides.
How to cite: Hu, G., Feng, W., Wang, Y., Li, L., He, X., Karakas, C., and Tian, Y.: The source characteristics and tsunami resonance effect of the 2020 Samos earthquake in Eastern Aegean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8683, https://doi.org/10.5194/egusphere-egu21-8683, 2021.
EGU21-3567 | vPICO presentations | NH5.1 | Highlight
Characteristics of the 30 October 2020 Mw 7.0 Aegean Sea earthquake from sea level data analysis and numerical modelingMohammad Heidarzadeh, Ignatius Ryan Pranantyo, Ryo Okuwaki, Gozde Guney Dogan, and Ahmet Cevdet Yalciner
The 30 October 2020 tsunami in the Aegean Sea was generated by an Mw 7.0 normal-faulting earthquake at a depth of 21 km. The earthquake epicenter was near the city of Izmir (Turkey) in the Aegean Sea and left 117 fatalities in Turkey and two deaths in Greece. A moderate tsunami was generated, which attacked the nearby coast of Turkey and the north coast of Samos island, Greece. A maximum runup height of ~3.8 m was observed in Akarca with extensive inundation at the low elevation nearshore areas of the small bays from Akarca (South) to Alacati (North) of the central Aegean coast of Turkey (field surveys by Yalciner et al., 2020). The maximum tsunami penetration was ~2500 m along Azmak streambed at Alacati, Turkey. One casualty and at least one injury were directly attributed to the tsunami in Sigacik, Turkey. The predecessors of this event were other normal-faulting events: i) Lesvos-Karaburun (Mw 6.3) earthquake (Greece-Turkey) on 12 June 2017 approximately 110 km to the North-northwest, and ii) Bodrum-Kos (Mw 6.6) earthquake (Turkey-Greece) on 20 July 2017 approximately 110 km to the south-southeast of the epicenter of the 30 October 2020 event. The events of 2017 and 2020 show high similarities in terms of faulting mechanism and tsunami-genesis. The tsunami generated by the last event caused extensive loss of properties and damage to marine vessels. Here, we study the 30 October 2020 tsunami through analysis of eight tide gauge records as well as numerical simulations. Tide gauge data revealed that the tsunami’s zero-to-crest amplitudes, on tide gauges, was in the range of 5 – 12 cm with maximum amplitude (12 cm) recorded at Kos (Greece). The tsunami duration was unusually long and varied from 20 h to 35 h. Such long tsunami oscillations are not expected from an Mw 7.0 normal-faulting tsunamigenic earthquake and can be most likely attributed to several reflections due to the confined nature of the Aegean Sea region. We conducted Fourier and Wavelet analyses to detect tsunami’s spectral characteristics. Our tsunami simulation was able to reproduce most features of the recorded waves both in terms of amplitudes and duration. This research is suported by Royal Society (UK), grant number CHL/R1/180173.
How to cite: Heidarzadeh, M., Pranantyo, I. R., Okuwaki, R., Dogan, G. G., and Yalciner, A. C.: Characteristics of the 30 October 2020 Mw 7.0 Aegean Sea earthquake from sea level data analysis and numerical modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3567, https://doi.org/10.5194/egusphere-egu21-3567, 2021.
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The 30 October 2020 tsunami in the Aegean Sea was generated by an Mw 7.0 normal-faulting earthquake at a depth of 21 km. The earthquake epicenter was near the city of Izmir (Turkey) in the Aegean Sea and left 117 fatalities in Turkey and two deaths in Greece. A moderate tsunami was generated, which attacked the nearby coast of Turkey and the north coast of Samos island, Greece. A maximum runup height of ~3.8 m was observed in Akarca with extensive inundation at the low elevation nearshore areas of the small bays from Akarca (South) to Alacati (North) of the central Aegean coast of Turkey (field surveys by Yalciner et al., 2020). The maximum tsunami penetration was ~2500 m along Azmak streambed at Alacati, Turkey. One casualty and at least one injury were directly attributed to the tsunami in Sigacik, Turkey. The predecessors of this event were other normal-faulting events: i) Lesvos-Karaburun (Mw 6.3) earthquake (Greece-Turkey) on 12 June 2017 approximately 110 km to the North-northwest, and ii) Bodrum-Kos (Mw 6.6) earthquake (Turkey-Greece) on 20 July 2017 approximately 110 km to the south-southeast of the epicenter of the 30 October 2020 event. The events of 2017 and 2020 show high similarities in terms of faulting mechanism and tsunami-genesis. The tsunami generated by the last event caused extensive loss of properties and damage to marine vessels. Here, we study the 30 October 2020 tsunami through analysis of eight tide gauge records as well as numerical simulations. Tide gauge data revealed that the tsunami’s zero-to-crest amplitudes, on tide gauges, was in the range of 5 – 12 cm with maximum amplitude (12 cm) recorded at Kos (Greece). The tsunami duration was unusually long and varied from 20 h to 35 h. Such long tsunami oscillations are not expected from an Mw 7.0 normal-faulting tsunamigenic earthquake and can be most likely attributed to several reflections due to the confined nature of the Aegean Sea region. We conducted Fourier and Wavelet analyses to detect tsunami’s spectral characteristics. Our tsunami simulation was able to reproduce most features of the recorded waves both in terms of amplitudes and duration. This research is suported by Royal Society (UK), grant number CHL/R1/180173.
How to cite: Heidarzadeh, M., Pranantyo, I. R., Okuwaki, R., Dogan, G. G., and Yalciner, A. C.: Characteristics of the 30 October 2020 Mw 7.0 Aegean Sea earthquake from sea level data analysis and numerical modeling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3567, https://doi.org/10.5194/egusphere-egu21-3567, 2021.
EGU21-4582 | vPICO presentations | NH5.1
Source reconstruction of the 1969 Sulawesi, Indonesia earthquake and tsunamiIgnatius Ryan Pranantyo, Athanasius Cipta, Hasbi Shiddiqi, and Mohammad Heidarzadeh
An M7.0 earthquake followed by moderate tsunami destructed Majene region, western Sulawesi on 23 February 1969. This event claimed at least 64 lives and caused severe damage to infrastructure. In this study, we reconstructed the earthquake and tsunami source of this event by optimising macroseismic and tsunami dataset reported as well as analysed the earthquake focal mechanism. We estimated that the maximum intensity of the earthquake was VIII (in Modified Mercalli Intensity). From the first motion polarity analysis, the earthquake had a thrust mechanism which was plausibly from the Makassar Thrust. Further, deterministic ground motion modelling successfully fits the intensity data. However, thrust earthquake from the Makassar Thrust was unable to reconstruct 4 m tsunami height observed at Pelattoang. The estimated ratio between maximum tsunami run-up height and lateral distribution distance (I2) from the dataset indicates that the tsunami was generated by a local coastal landslide.
(This study is funded by the Royal Society (UK) grant number CHL/R1/180173)
How to cite: Pranantyo, I. R., Cipta, A., Shiddiqi, H., and Heidarzadeh, M.: Source reconstruction of the 1969 Sulawesi, Indonesia earthquake and tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4582, https://doi.org/10.5194/egusphere-egu21-4582, 2021.
An M7.0 earthquake followed by moderate tsunami destructed Majene region, western Sulawesi on 23 February 1969. This event claimed at least 64 lives and caused severe damage to infrastructure. In this study, we reconstructed the earthquake and tsunami source of this event by optimising macroseismic and tsunami dataset reported as well as analysed the earthquake focal mechanism. We estimated that the maximum intensity of the earthquake was VIII (in Modified Mercalli Intensity). From the first motion polarity analysis, the earthquake had a thrust mechanism which was plausibly from the Makassar Thrust. Further, deterministic ground motion modelling successfully fits the intensity data. However, thrust earthquake from the Makassar Thrust was unable to reconstruct 4 m tsunami height observed at Pelattoang. The estimated ratio between maximum tsunami run-up height and lateral distribution distance (I2) from the dataset indicates that the tsunami was generated by a local coastal landslide.
(This study is funded by the Royal Society (UK) grant number CHL/R1/180173)
How to cite: Pranantyo, I. R., Cipta, A., Shiddiqi, H., and Heidarzadeh, M.: Source reconstruction of the 1969 Sulawesi, Indonesia earthquake and tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4582, https://doi.org/10.5194/egusphere-egu21-4582, 2021.
EGU21-4983 | vPICO presentations | NH5.1
Optimization of the fault plane and coseismic slip from tide-gauge data for the 2nd May 2020 Ierapetra, Crete, Earthquake (Mw 6.6) and the associated tsunamiEnrico Baglione, Alessandro Amato, Beatriz Brizuela, Hafize Basak Bayraktar, Stefano Lorito, Alessio Piatanesi, Fabrizio Romano, Roberto Tonini, Manuela Volpe, and Roberto Basili
We present a tsunami source solution for the 2nd May 2020, Mw 6.6 earthquake that occurred about 80 km offshore south of Crete on the shallow portion of the Hellenic Arc Subduction Zone (HASZ). This earthquake generated a small local tsunami recorded by the Ierapetra tide gauge on Crete island's southern coast. We used these single-marigram data to constrain the main features of the causative rupture. We modelled synthetic tsunami waveforms and measured their misfits with the observed data for each set of source parameters, scanned systematically around the values constrained by some of the available moment tensors.
In the attempts to discriminate between the two auxiliary fault planes of the moment tensor solutions, our results identify a shallow highly-dipping back-thrust fault as the source of this earthquake with the lower misfit. However, a rupture on a lower angle fault, possibly a splay fault of the subduction interface, with a sinistral component due to the oblique convergence on this segment of the HASZ, cannot be ruled out.
These results are relevant in the framework of the tsunami hazard assessments and Tsunami Early Warning Systems. In these frameworks, in addition to the subduction interface and possible ruptures on splay faults, other rupture types, such as those on secondary structures of the considered subduction system, cannot be excluded a priori. This circumstance bears important consequences because, as well as splay faulting, back thrust faulting might enhance the tsunamigenic potential where the subduction itself is less tsunamigenic due to the oblique convergence.
How to cite: Baglione, E., Amato, A., Brizuela, B., Bayraktar, H. B., Lorito, S., Piatanesi, A., Romano, F., Tonini, R., Volpe, M., and Basili, R.: Optimization of the fault plane and coseismic slip from tide-gauge data for the 2nd May 2020 Ierapetra, Crete, Earthquake (Mw 6.6) and the associated tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4983, https://doi.org/10.5194/egusphere-egu21-4983, 2021.
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We present a tsunami source solution for the 2nd May 2020, Mw 6.6 earthquake that occurred about 80 km offshore south of Crete on the shallow portion of the Hellenic Arc Subduction Zone (HASZ). This earthquake generated a small local tsunami recorded by the Ierapetra tide gauge on Crete island's southern coast. We used these single-marigram data to constrain the main features of the causative rupture. We modelled synthetic tsunami waveforms and measured their misfits with the observed data for each set of source parameters, scanned systematically around the values constrained by some of the available moment tensors.
In the attempts to discriminate between the two auxiliary fault planes of the moment tensor solutions, our results identify a shallow highly-dipping back-thrust fault as the source of this earthquake with the lower misfit. However, a rupture on a lower angle fault, possibly a splay fault of the subduction interface, with a sinistral component due to the oblique convergence on this segment of the HASZ, cannot be ruled out.
These results are relevant in the framework of the tsunami hazard assessments and Tsunami Early Warning Systems. In these frameworks, in addition to the subduction interface and possible ruptures on splay faults, other rupture types, such as those on secondary structures of the considered subduction system, cannot be excluded a priori. This circumstance bears important consequences because, as well as splay faulting, back thrust faulting might enhance the tsunamigenic potential where the subduction itself is less tsunamigenic due to the oblique convergence.
How to cite: Baglione, E., Amato, A., Brizuela, B., Bayraktar, H. B., Lorito, S., Piatanesi, A., Romano, F., Tonini, R., Volpe, M., and Basili, R.: Optimization of the fault plane and coseismic slip from tide-gauge data for the 2nd May 2020 Ierapetra, Crete, Earthquake (Mw 6.6) and the associated tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4983, https://doi.org/10.5194/egusphere-egu21-4983, 2021.
EGU21-5006 | vPICO presentations | NH5.1 | Highlight
The October 30, 2020 tsunami in the eastern Aegean Sea: Intensity mapping on Samos island based on the Integrated Tsunami Intensity Scale (ITIS 2012)Marilia Gogou, Ioanna Triantafyllou, Spyridon Mavroulis, Efthimis Lekkas, and Gerassimos A. Papadopoulos
On October 30, 2020, an Mw=7.0 earthquake occurred offshore northern Samos Island (Eastern Aegean, Greece). It was felt over a large area extending from Samos to Peloponnese in Greece and from Izmir to Istanbul in Turkey. It triggered many earthquake environmental effects and damage to buildings resulting in 119 fatalities in both countries. Among the triggered phenomena, tsunami waves with maximum height ~3.35 m struck mainly the northern coastal part of Samos Island and then other islands in the Aegean Sea including Chios, Andros, Ikaria Islands, and the western coast of Turkey.
In order to assess the tsunami intensity in Samos Island, the Integrated Tsunami Intensity Scale (ITIS 2012) was applied. ITIS 2012 is a recently introduced 12-grade scale ranging from I (not felt) to XII (completely devastating) and it is based on the assessment of a large number of objective criteria, grouped in six categories (physical quantities, impact on humans, impact on mobile objects, impacts on infrastructure, environmental effects and impact on structures).
In this context, the above information and data were used for the October 30, 2020 tsunami in Samos. Observations and measurements during a field survey conducted in Samos shortly after the event by the authors were mainly used for assigning intensities. Moreover, other sources included eyewitness, photos and videos from locals capturing the type and the extent of the tsunami impact as well as reports on the qualitative and quantitative tsunami properties and impact on the natural and built coastal environment were also used. Based on the recorded data and information and the guidelines for applying ITIS 2012, tsunami quantities and impact on humans, mobile objects, coastal infrastructure, the natural environment and buildings were taken into account. All available data were added and edited in a database in Geographic Information Systems (GIS) environment, specially designed for the purpose of the study. Then, the respective tsunami intensities were assigned in the studied sites. Moreover, interpolation methods have been also used in order to obtain zones of different intensity in the inundated coastal areas. The results included an ITIS 2012 intensity map of Samos Island.
Based on the assigned intensities, the October 30, 2020 tsunami is characterized as a moderate to strong event with considerable impact on all ITIS 2012 categories. The spatial distribution and the amount of the tsunami effects along the coastal area of Samos enabled the compilation of an intensity map with high resolution indicating that this scale works well for modern events with large amounts of effects and related information. Moreover, the individual criteria of the ITIS 2012 successfully complemented each other resulting in a detailed, concise and precise intensity map.
This is the first time that the ITIS 2012 is applied for a modern tsunami with large amounts of effects in the Mediterranean Region and especially the Aegean Sea. The results could be used for a more effective disaster risk management and risk mitigation strategies for tsunami in the Mediterranean Sea.
How to cite: Gogou, M., Triantafyllou, I., Mavroulis, S., Lekkas, E., and A. Papadopoulos, G.: The October 30, 2020 tsunami in the eastern Aegean Sea: Intensity mapping on Samos island based on the Integrated Tsunami Intensity Scale (ITIS 2012), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5006, https://doi.org/10.5194/egusphere-egu21-5006, 2021.
On October 30, 2020, an Mw=7.0 earthquake occurred offshore northern Samos Island (Eastern Aegean, Greece). It was felt over a large area extending from Samos to Peloponnese in Greece and from Izmir to Istanbul in Turkey. It triggered many earthquake environmental effects and damage to buildings resulting in 119 fatalities in both countries. Among the triggered phenomena, tsunami waves with maximum height ~3.35 m struck mainly the northern coastal part of Samos Island and then other islands in the Aegean Sea including Chios, Andros, Ikaria Islands, and the western coast of Turkey.
In order to assess the tsunami intensity in Samos Island, the Integrated Tsunami Intensity Scale (ITIS 2012) was applied. ITIS 2012 is a recently introduced 12-grade scale ranging from I (not felt) to XII (completely devastating) and it is based on the assessment of a large number of objective criteria, grouped in six categories (physical quantities, impact on humans, impact on mobile objects, impacts on infrastructure, environmental effects and impact on structures).
In this context, the above information and data were used for the October 30, 2020 tsunami in Samos. Observations and measurements during a field survey conducted in Samos shortly after the event by the authors were mainly used for assigning intensities. Moreover, other sources included eyewitness, photos and videos from locals capturing the type and the extent of the tsunami impact as well as reports on the qualitative and quantitative tsunami properties and impact on the natural and built coastal environment were also used. Based on the recorded data and information and the guidelines for applying ITIS 2012, tsunami quantities and impact on humans, mobile objects, coastal infrastructure, the natural environment and buildings were taken into account. All available data were added and edited in a database in Geographic Information Systems (GIS) environment, specially designed for the purpose of the study. Then, the respective tsunami intensities were assigned in the studied sites. Moreover, interpolation methods have been also used in order to obtain zones of different intensity in the inundated coastal areas. The results included an ITIS 2012 intensity map of Samos Island.
Based on the assigned intensities, the October 30, 2020 tsunami is characterized as a moderate to strong event with considerable impact on all ITIS 2012 categories. The spatial distribution and the amount of the tsunami effects along the coastal area of Samos enabled the compilation of an intensity map with high resolution indicating that this scale works well for modern events with large amounts of effects and related information. Moreover, the individual criteria of the ITIS 2012 successfully complemented each other resulting in a detailed, concise and precise intensity map.
This is the first time that the ITIS 2012 is applied for a modern tsunami with large amounts of effects in the Mediterranean Region and especially the Aegean Sea. The results could be used for a more effective disaster risk management and risk mitigation strategies for tsunami in the Mediterranean Sea.
How to cite: Gogou, M., Triantafyllou, I., Mavroulis, S., Lekkas, E., and A. Papadopoulos, G.: The October 30, 2020 tsunami in the eastern Aegean Sea: Intensity mapping on Samos island based on the Integrated Tsunami Intensity Scale (ITIS 2012), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5006, https://doi.org/10.5194/egusphere-egu21-5006, 2021.
EGU21-14856 | vPICO presentations | NH5.1
The causal link of large shallow slip, long duration and moderate shaking of the Nicaragua 1992 tsunami earthquakeValenti Sallares, Manel Prada, Alcinoe Calahorrano, Adrià Meléndez, Cesar R. Ranero, and Ingo Grevemeyer
Earthquakes rupturing up to close to subduction trenches have produced some of the largest tsunamis in history. Models indicate that the generation of these tsunamis require extraordinarily large near-trench sea-bottom displacement, but the underlying causes are disputed. They have been attributed to a wealth of factors prompting large shallow slip at the low-angle megathrust fault, the activation of steeper faults requiring smaller slip, or the triggering of ancillary energy sources. Although the postulated mechanisms are manifold, all of them coincide on the fact that the proposed causes and constraining factors are not universal but site-specific. As alternative to this local view, it has recently been proposed that the large near-trench slip could result from systematic upper-plate rock rigidity variations observed in worldwide subduction zones. Here we use a set of available controlled-source seismic data in the Middle America margin to obtain a model of upper-plate elastic rock properties across the rupture zone of the Ms7.0-Mw7.7 1992 Nicaragua tsunami earthquake. In combination with seismological data, our model shows that not only the required large shallow slip to generate the tsunami despite the moderate magnitude, but also the observed slow rupture propagation, long duration, high-frequency depletion, and magnitude discrepancy of this event, are all intrinsic physical attributes of near-trench rupture. The existence of a causal link between shallow slip and seismic record characteristics opens up new possibilities for tsunami early warning.
How to cite: Sallares, V., Prada, M., Calahorrano, A., Meléndez, A., Ranero, C. R., and Grevemeyer, I.: The causal link of large shallow slip, long duration and moderate shaking of the Nicaragua 1992 tsunami earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14856, https://doi.org/10.5194/egusphere-egu21-14856, 2021.
Earthquakes rupturing up to close to subduction trenches have produced some of the largest tsunamis in history. Models indicate that the generation of these tsunamis require extraordinarily large near-trench sea-bottom displacement, but the underlying causes are disputed. They have been attributed to a wealth of factors prompting large shallow slip at the low-angle megathrust fault, the activation of steeper faults requiring smaller slip, or the triggering of ancillary energy sources. Although the postulated mechanisms are manifold, all of them coincide on the fact that the proposed causes and constraining factors are not universal but site-specific. As alternative to this local view, it has recently been proposed that the large near-trench slip could result from systematic upper-plate rock rigidity variations observed in worldwide subduction zones. Here we use a set of available controlled-source seismic data in the Middle America margin to obtain a model of upper-plate elastic rock properties across the rupture zone of the Ms7.0-Mw7.7 1992 Nicaragua tsunami earthquake. In combination with seismological data, our model shows that not only the required large shallow slip to generate the tsunami despite the moderate magnitude, but also the observed slow rupture propagation, long duration, high-frequency depletion, and magnitude discrepancy of this event, are all intrinsic physical attributes of near-trench rupture. The existence of a causal link between shallow slip and seismic record characteristics opens up new possibilities for tsunami early warning.
How to cite: Sallares, V., Prada, M., Calahorrano, A., Meléndez, A., Ranero, C. R., and Grevemeyer, I.: The causal link of large shallow slip, long duration and moderate shaking of the Nicaragua 1992 tsunami earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14856, https://doi.org/10.5194/egusphere-egu21-14856, 2021.
EGU21-13274 | vPICO presentations | NH5.1
Earthquake ruptures tied to long-lived plate interface deformationNadaya Cubas, Philippe Agard, and Roxane Tissandier
Predicting the spatial extent of mega-earthquakes is an essential ingredient of earthquake hazard assessment. In subduction zones, this prediction mostly relies on geodetic observations of interseismic coupling. However, such models face spatial resolution issues and are of little help to predict full or partial ruptures of highly locked patches. Coupling models are interpreted in the framework of the rate-and-state friction laws. However, these models are too idealized to take into account the effects of a geometrically or rheologically complex plate interface. In this study, we show, from the critical taper theory and a mechanical analysis of the topography, that all recent mega-earthquakes of the Chilean subduction zone are surrounded by distributed interplate deformation emanating from either underplating or basal erosion. This long-lived plate interface deformation builds up stresses ultimately leading to earthquake nucleation. Earthquakes then propagate along a relatively smooth surface and are stopped by segments of heterogeneously distributed deformation. Our results are consistent with long-term features of the subduction margin, with observed short-term deformation as well as physical parameters of recovered subducted fragments. They also provide an explanation for the apparent mechanical segmentation of the megathrust, reconciling many seemingly contradictory observations on the short- and long-term deformation. Consequently, we propose that earthquake segmentation relates to the distribution of deformation along the plate interface and that slip deficit patterns reflect the along-dip and along-strike distribution of the plate interface deformation. Topography would therefore mirror plate interface deformation and could serve to improve earthquake rupture prediction.
How to cite: Cubas, N., Agard, P., and Tissandier, R.: Earthquake ruptures tied to long-lived plate interface deformation , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13274, https://doi.org/10.5194/egusphere-egu21-13274, 2021.
Predicting the spatial extent of mega-earthquakes is an essential ingredient of earthquake hazard assessment. In subduction zones, this prediction mostly relies on geodetic observations of interseismic coupling. However, such models face spatial resolution issues and are of little help to predict full or partial ruptures of highly locked patches. Coupling models are interpreted in the framework of the rate-and-state friction laws. However, these models are too idealized to take into account the effects of a geometrically or rheologically complex plate interface. In this study, we show, from the critical taper theory and a mechanical analysis of the topography, that all recent mega-earthquakes of the Chilean subduction zone are surrounded by distributed interplate deformation emanating from either underplating or basal erosion. This long-lived plate interface deformation builds up stresses ultimately leading to earthquake nucleation. Earthquakes then propagate along a relatively smooth surface and are stopped by segments of heterogeneously distributed deformation. Our results are consistent with long-term features of the subduction margin, with observed short-term deformation as well as physical parameters of recovered subducted fragments. They also provide an explanation for the apparent mechanical segmentation of the megathrust, reconciling many seemingly contradictory observations on the short- and long-term deformation. Consequently, we propose that earthquake segmentation relates to the distribution of deformation along the plate interface and that slip deficit patterns reflect the along-dip and along-strike distribution of the plate interface deformation. Topography would therefore mirror plate interface deformation and could serve to improve earthquake rupture prediction.
How to cite: Cubas, N., Agard, P., and Tissandier, R.: Earthquake ruptures tied to long-lived plate interface deformation , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13274, https://doi.org/10.5194/egusphere-egu21-13274, 2021.
EGU21-418 | vPICO presentations | NH5.1
Triggering an Unexpected Earthquake in an Uncoupled Subduction ZoneKevin P. Furlong and Matthew W. Herman
In the 1970’s, the Shumagin Islands region of the Alaska subduction zone was identified as a seismic gap expected to host a future great (Mw >8.0) earthquake. More recent geodetic data indicate this region is poorly coupled, and the geologic record shows little evidence of past large events - leading to current thinking of the “Shumagin Gap” as a region of low seismic hazard. From July to October 2020 (with aftershocks continuing through the time of this abstract submission in January), a series of earthquakes occurred in this region, potentially incompatible with this low-coupling interpretation. The initial Mw 7.8 plate interface thrust faulting earthquake on July 21st straddled the eastern edge of the Shumagin Gap, followed by an Mw 7.6 strike-slip earthquake on October 19th within the slab under the eastern side of the Shumagin Gap. Stress modeling indicates that this strike-slip earthquake is in fact favored if the Shumagin Gap has low coupling, whereas a highly coupled Shumagin Gap would inhibit that type and location of earthquake. The initial thrust earthquake and its afterslip significantly enhanced the strike-slip stress loading within the subducting slab, helping to trigger that event. We find that although regions such as the Shumagin Gap have a low seismogenic potential for plate interface thrusting, the existence of this decoupled region increases the potential for intra-plate strike-slip faulting in association with more typical subduction earthquakes on adjacent coupled segments of the plate boundary. Therefore, the seismic and tsunami potential near these uncoupled regions might be greater than previously thought.
How to cite: Furlong, K. P. and Herman, M. W.: Triggering an Unexpected Earthquake in an Uncoupled Subduction Zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-418, https://doi.org/10.5194/egusphere-egu21-418, 2021.
In the 1970’s, the Shumagin Islands region of the Alaska subduction zone was identified as a seismic gap expected to host a future great (Mw >8.0) earthquake. More recent geodetic data indicate this region is poorly coupled, and the geologic record shows little evidence of past large events - leading to current thinking of the “Shumagin Gap” as a region of low seismic hazard. From July to October 2020 (with aftershocks continuing through the time of this abstract submission in January), a series of earthquakes occurred in this region, potentially incompatible with this low-coupling interpretation. The initial Mw 7.8 plate interface thrust faulting earthquake on July 21st straddled the eastern edge of the Shumagin Gap, followed by an Mw 7.6 strike-slip earthquake on October 19th within the slab under the eastern side of the Shumagin Gap. Stress modeling indicates that this strike-slip earthquake is in fact favored if the Shumagin Gap has low coupling, whereas a highly coupled Shumagin Gap would inhibit that type and location of earthquake. The initial thrust earthquake and its afterslip significantly enhanced the strike-slip stress loading within the subducting slab, helping to trigger that event. We find that although regions such as the Shumagin Gap have a low seismogenic potential for plate interface thrusting, the existence of this decoupled region increases the potential for intra-plate strike-slip faulting in association with more typical subduction earthquakes on adjacent coupled segments of the plate boundary. Therefore, the seismic and tsunami potential near these uncoupled regions might be greater than previously thought.
How to cite: Furlong, K. P. and Herman, M. W.: Triggering an Unexpected Earthquake in an Uncoupled Subduction Zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-418, https://doi.org/10.5194/egusphere-egu21-418, 2021.
EGU21-8100 | vPICO presentations | NH5.1
Subduction zone heterogeneity observed across the magnitude spectrum for megathrust earthquakesSusan Bilek and Emily Morton
Observations from recent great subduction zone earthquakes highlight the influence of spatial geologic heterogeneity on overall rupture characteristics, such as areas of high co-seismic slip, and resulting tsunami generation. Defining the relevant spatial heterogeneity is thus important to understanding potential hazards associated with the megathrust. The more frequent, smaller magnitude earthquakes that commonly occur in subduction zones are often used to help delineate the spatial heterogeneity. Here we provide an overview of several subduction zones, including Costa Rica, Mexico, and Cascadia, highlighting connections between the small earthquake source characteristics and rupture behavior of larger earthquakes. Estimates of small earthquake locations and stress drop are presented in each location, utilizing data from coastal and/or ocean bottom seismic stations. These seismicity characteristics are then compared with other geologic and geophysical parameters, such as upper and lower plate characteristics, geodetic locking, and asperity locations from past large earthquakes. For example, in the Cascadia subduction zone, we find clusters of small earthquakes located in regions of previous seamount subduction, with variations in earthquake stress drop reflecting potentially disrupted upper plate material deformed as a seamount passed. Other variations in earthquake location and stress drop can be correlated with observed geodetic locking variations.
How to cite: Bilek, S. and Morton, E.: Subduction zone heterogeneity observed across the magnitude spectrum for megathrust earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8100, https://doi.org/10.5194/egusphere-egu21-8100, 2021.
Observations from recent great subduction zone earthquakes highlight the influence of spatial geologic heterogeneity on overall rupture characteristics, such as areas of high co-seismic slip, and resulting tsunami generation. Defining the relevant spatial heterogeneity is thus important to understanding potential hazards associated with the megathrust. The more frequent, smaller magnitude earthquakes that commonly occur in subduction zones are often used to help delineate the spatial heterogeneity. Here we provide an overview of several subduction zones, including Costa Rica, Mexico, and Cascadia, highlighting connections between the small earthquake source characteristics and rupture behavior of larger earthquakes. Estimates of small earthquake locations and stress drop are presented in each location, utilizing data from coastal and/or ocean bottom seismic stations. These seismicity characteristics are then compared with other geologic and geophysical parameters, such as upper and lower plate characteristics, geodetic locking, and asperity locations from past large earthquakes. For example, in the Cascadia subduction zone, we find clusters of small earthquakes located in regions of previous seamount subduction, with variations in earthquake stress drop reflecting potentially disrupted upper plate material deformed as a seamount passed. Other variations in earthquake location and stress drop can be correlated with observed geodetic locking variations.
How to cite: Bilek, S. and Morton, E.: Subduction zone heterogeneity observed across the magnitude spectrum for megathrust earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8100, https://doi.org/10.5194/egusphere-egu21-8100, 2021.
EGU21-2852 | vPICO presentations | NH5.1
The influence of depth-varying elastic properties in controlling the dynamic rupture of megathrust earthquakes and upper-plate coseismic deformationManel Prada, Percy Galvez, Carlos Sanchez-Linares, Jean-Paul Ampuero, Valentí Sallarès, Jorge Macias, and Daniel Peter
It has been recently proposed that the depth-varying rupture properties of megathrust earthquakes can be explained by the depth distribution of elastic properties of the rocks overlying the megathrust fault. Here we demonstrate that such relationship is mechanically viable by using 3D dynamic rupture simulations. We compare results from two subduction zone scenarios with different depth-distribution of elastic properties to explore the influence of realistic upper-plate elasticity on rupture characteristics such as slip, rupture duration, and frequency content.
The first scenario has a homogeneous distribution of elastic properties, with values of Vp, Vs, and density typical of rocks overlying the megathrust fault at 25 km depth. The second scenario includes the typical depth distribution of elastic properties overlying the megathrust fault inferred from worldwide tomographic models of the upper plate. For both scenarios, we simulate three cases with ruptures confined to the shallow domain (0-5 km depth), transitional domain (5-10 km depth), and regular domain (10-25 km depth), respectively. We assume the same friction properties for both scenarios.
Results show that the realistic distribution of elastic properties accounts for increasing slip and decreasing high frequency content trenchwards, and that slip may be 8 times larger and corner frequency 2 times lower in the shallow domain than in the regular domain. Rupture times along depth shows that the rupture through a realistic elastic model may be 2.5-3 times slower in the shallow domain than in the regular domain. Depth-variations of slip, frequency content, and rupture time quantitatively agree with previous predictions, confirming that depletion of high frequency content and slow rupture are inherent of ruptures propagating through the shallow domain, where elastic properties variations drop more rapidly than in the regular and transitional domains.
Depth-dependent elastic properties also affect the dynamics of slip rate. Peak slip rate values in the heterogeneous model anticorrelate with rigidity variations and are 3-4 times higher than those observed in the homogeneous model in the shallow domain. Increasing peak slip-rate difference trenchwards correlates with increasing local ground motion differences between models. We also find important differences on permanent coseismic deformation of the upper plate. We show that coseismic deformation is significantly larger in the shallow domain in the heterogeneous models, where uplift ratios may be up to 2 times larger and along-dip displacement of the seafloor may be >6 times larger than displacement values from the homogeneous model. We use the permanent uplift seafloor deformation from both models to model the corresponding tsunamis with Tsunami-HySEA software. The results show that, at the coast, the maximum amplitude of the tsunami generated by the heterogeneous model may be up to 25% larger than that excited by the homogeneous model.
This study demonstrate the relevant role of upper-plate elasticity in controlling not only rupture characteristics, but also coseismic upper plate deformation, and tsunamigenesis. Neglecting the distribution of these properties may result in important underestimation of slip, rupture time, and local ground motion, as well as on seafloor coseismic deformation of the shallow domain, which in turn may lead to underestimations of tsunami size.
How to cite: Prada, M., Galvez, P., Sanchez-Linares, C., Ampuero, J.-P., Sallarès, V., Macias, J., and Peter, D.: The influence of depth-varying elastic properties in controlling the dynamic rupture of megathrust earthquakes and upper-plate coseismic deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2852, https://doi.org/10.5194/egusphere-egu21-2852, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
It has been recently proposed that the depth-varying rupture properties of megathrust earthquakes can be explained by the depth distribution of elastic properties of the rocks overlying the megathrust fault. Here we demonstrate that such relationship is mechanically viable by using 3D dynamic rupture simulations. We compare results from two subduction zone scenarios with different depth-distribution of elastic properties to explore the influence of realistic upper-plate elasticity on rupture characteristics such as slip, rupture duration, and frequency content.
The first scenario has a homogeneous distribution of elastic properties, with values of Vp, Vs, and density typical of rocks overlying the megathrust fault at 25 km depth. The second scenario includes the typical depth distribution of elastic properties overlying the megathrust fault inferred from worldwide tomographic models of the upper plate. For both scenarios, we simulate three cases with ruptures confined to the shallow domain (0-5 km depth), transitional domain (5-10 km depth), and regular domain (10-25 km depth), respectively. We assume the same friction properties for both scenarios.
Results show that the realistic distribution of elastic properties accounts for increasing slip and decreasing high frequency content trenchwards, and that slip may be 8 times larger and corner frequency 2 times lower in the shallow domain than in the regular domain. Rupture times along depth shows that the rupture through a realistic elastic model may be 2.5-3 times slower in the shallow domain than in the regular domain. Depth-variations of slip, frequency content, and rupture time quantitatively agree with previous predictions, confirming that depletion of high frequency content and slow rupture are inherent of ruptures propagating through the shallow domain, where elastic properties variations drop more rapidly than in the regular and transitional domains.
Depth-dependent elastic properties also affect the dynamics of slip rate. Peak slip rate values in the heterogeneous model anticorrelate with rigidity variations and are 3-4 times higher than those observed in the homogeneous model in the shallow domain. Increasing peak slip-rate difference trenchwards correlates with increasing local ground motion differences between models. We also find important differences on permanent coseismic deformation of the upper plate. We show that coseismic deformation is significantly larger in the shallow domain in the heterogeneous models, where uplift ratios may be up to 2 times larger and along-dip displacement of the seafloor may be >6 times larger than displacement values from the homogeneous model. We use the permanent uplift seafloor deformation from both models to model the corresponding tsunamis with Tsunami-HySEA software. The results show that, at the coast, the maximum amplitude of the tsunami generated by the heterogeneous model may be up to 25% larger than that excited by the homogeneous model.
This study demonstrate the relevant role of upper-plate elasticity in controlling not only rupture characteristics, but also coseismic upper plate deformation, and tsunamigenesis. Neglecting the distribution of these properties may result in important underestimation of slip, rupture time, and local ground motion, as well as on seafloor coseismic deformation of the shallow domain, which in turn may lead to underestimations of tsunami size.
How to cite: Prada, M., Galvez, P., Sanchez-Linares, C., Ampuero, J.-P., Sallarès, V., Macias, J., and Peter, D.: The influence of depth-varying elastic properties in controlling the dynamic rupture of megathrust earthquakes and upper-plate coseismic deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2852, https://doi.org/10.5194/egusphere-egu21-2852, 2021.
EGU21-15257 | vPICO presentations | NH5.1
3D linked megathrust, dynamic rupture and tsunami propagation and inundation modeling: Dynamic effects of supershear and tsunami earthquakesSara Aniko Wirp, Alice-Agnes Gabriel, Elizabeth H. Madden, Maximilian Schmeller, Iris van Zelst, Lukas Krenz, Ylona van Dinther, and Leonhard Rannabauer
Earthquake rupture dynamic models capture the variability of slip in space and time while accounting for the structural complexity which is characteristic for subduction zones. The use of a geodynamic subduction and seismic cycling (SC) model to initialize dynamic rupture (DR) ensures that initial conditions are self-consistent and reflect long-term behavior. We extend the 2D geodynamical subduction and SC model of van Zelst et al. (2019) and use it as input for realistic 3-dimensional DR megathrust earthquake models. We follow the subduction to tsunami run-up linking approach described in Madden et al. (2020), including a complex subduction setup along with their resulting tsunamis. The distinct variation of shear traction and friction coefficients with depth lead to realistic average rupture speeds and dynamic stress drop as well as efficient tsunami generation.
We here analyze a total of 14 subduction-initialized 3D dynamic rupture-tsunami scenarios. By varying the hypocentral location along arc and depth, we generate 12 distinct unilateral and bilateral earthquakes with depth-variable slip distribution and directivity, bimaterial, and geometrical effects in the dynamic slip evolutions. While depth variations of the hypocenters barely influence the tsunami behavior, lateral varying nucleation locations lead to a shift in the on-fault slip which causes time delays of the wave arrival at the coast. The fault geometry of our DR model that arises during the SC model is non-planar and includes large-scale roughness. These features (topographic highs) trigger supershear rupture propagation in up-dip or down-dip direction, depending on the hypocentral depth.
In two additional scenarios, we analyze variations in the energy budget of the DR scenarios. In the SC model, an incompressible medium is assumed (ν=0.5) which is valid only for small changes in pressure and temperature. Unlike in the DR model where the material is compressible and a different Poisson’s ratio (ν=0.25) has to be assigned. Poisson’s ratios between 0.1 and 0.4 stand for various compressible materials. To achieve a lower shear strength of all material on and off the megathrust fault and to facilitate slip, we increase the Poisson ratio in the DR model to ν=0.3 which is consistent with basaltic rocks. As a result, larger fault slip is concentrated at shallower depths and generates higher vertical seafloor displacement and earthquake moment magnitude respectively. Even though the tsunami amplitudes are much higher, the same dynamic behavior as in the twelve hypocenter-variable models can be observed. Lastly, we increase fracture energy by changing the critical slip distance in the linear slip-weakening frictional parameterization. This generates a tsunami earthquake (Kanamori, 1972) characterized by low rupture velocity (on average half the amount of s-wave speed) and low peak slip rate, but at the same time large shallow fault slip and moment magnitude. The shallow fault slip of this event causes the highest vertical seafloor uplift compared to all other simulations. This leads to the highest tsunami amplitude and inundation area while the wavefront hits the coast delayed compared to the other scenarios.
How to cite: Wirp, S. A., Gabriel, A.-A., Madden, E. H., Schmeller, M., van Zelst, I., Krenz, L., van Dinther, Y., and Rannabauer, L.: 3D linked megathrust, dynamic rupture and tsunami propagation and inundation modeling: Dynamic effects of supershear and tsunami earthquakes , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15257, https://doi.org/10.5194/egusphere-egu21-15257, 2021.
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Earthquake rupture dynamic models capture the variability of slip in space and time while accounting for the structural complexity which is characteristic for subduction zones. The use of a geodynamic subduction and seismic cycling (SC) model to initialize dynamic rupture (DR) ensures that initial conditions are self-consistent and reflect long-term behavior. We extend the 2D geodynamical subduction and SC model of van Zelst et al. (2019) and use it as input for realistic 3-dimensional DR megathrust earthquake models. We follow the subduction to tsunami run-up linking approach described in Madden et al. (2020), including a complex subduction setup along with their resulting tsunamis. The distinct variation of shear traction and friction coefficients with depth lead to realistic average rupture speeds and dynamic stress drop as well as efficient tsunami generation.
We here analyze a total of 14 subduction-initialized 3D dynamic rupture-tsunami scenarios. By varying the hypocentral location along arc and depth, we generate 12 distinct unilateral and bilateral earthquakes with depth-variable slip distribution and directivity, bimaterial, and geometrical effects in the dynamic slip evolutions. While depth variations of the hypocenters barely influence the tsunami behavior, lateral varying nucleation locations lead to a shift in the on-fault slip which causes time delays of the wave arrival at the coast. The fault geometry of our DR model that arises during the SC model is non-planar and includes large-scale roughness. These features (topographic highs) trigger supershear rupture propagation in up-dip or down-dip direction, depending on the hypocentral depth.
In two additional scenarios, we analyze variations in the energy budget of the DR scenarios. In the SC model, an incompressible medium is assumed (ν=0.5) which is valid only for small changes in pressure and temperature. Unlike in the DR model where the material is compressible and a different Poisson’s ratio (ν=0.25) has to be assigned. Poisson’s ratios between 0.1 and 0.4 stand for various compressible materials. To achieve a lower shear strength of all material on and off the megathrust fault and to facilitate slip, we increase the Poisson ratio in the DR model to ν=0.3 which is consistent with basaltic rocks. As a result, larger fault slip is concentrated at shallower depths and generates higher vertical seafloor displacement and earthquake moment magnitude respectively. Even though the tsunami amplitudes are much higher, the same dynamic behavior as in the twelve hypocenter-variable models can be observed. Lastly, we increase fracture energy by changing the critical slip distance in the linear slip-weakening frictional parameterization. This generates a tsunami earthquake (Kanamori, 1972) characterized by low rupture velocity (on average half the amount of s-wave speed) and low peak slip rate, but at the same time large shallow fault slip and moment magnitude. The shallow fault slip of this event causes the highest vertical seafloor uplift compared to all other simulations. This leads to the highest tsunami amplitude and inundation area while the wavefront hits the coast delayed compared to the other scenarios.
How to cite: Wirp, S. A., Gabriel, A.-A., Madden, E. H., Schmeller, M., van Zelst, I., Krenz, L., van Dinther, Y., and Rannabauer, L.: 3D linked megathrust, dynamic rupture and tsunami propagation and inundation modeling: Dynamic effects of supershear and tsunami earthquakes , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15257, https://doi.org/10.5194/egusphere-egu21-15257, 2021.
EGU21-13324 | vPICO presentations | NH5.1
Testing Slip Models for Tsunami GenerationHafize Başak Bayraktar, Antonio Scala, Stefano Lorito, Manuela Volpe, Carlos Sánchez Linares, Gaetano Festa, Gareth Davies, Fabrizio Romano, Fabrizio Bernardi, Jacopo Selva, Jorge Macías, Marc de la Asunción, and Manuel J. Castro
Tsunami hazard depends strongly on the slip distribution of a causative earthquake. Simplified uniform slip models lead to underestimating the tsunami wave height which would be generated by a more realistic heterogeneous slip distribution, both in the near-field and in the far-field of the tsunami source. Several approaches have been proposed to generate stochastic slip distributions for tsunami hazard calculations, including in some cases shallow slip amplification (Le Veque et al., 2016; Sepulveda et al., 2017; Davies 2019; Scala et al., 2020). However, due to the relative scarcity of tsunami data, the inter-comparison of these models and the calibration of their parameters against observations is a challenging yet very much needed task, also in view of their use for tsunami hazard assessment.
Davies (2019) compared a variety of approaches, which consider both depth-dependent and depth-independent slip models in subduction zones by comparing the simulated tsunami waveforms with DART records of 18 tsunami events in the Pacific Ocean. Model calibration was also proposed by Davies and Griffin (2020).
Here, to further progress along similar lines, we compare synthetic tsunamis produced by kinematic slip models obtained with teleseismic inversions from Ye et al. (2016) and by recent stochastic slip generation techniques (Scala et al., 2020) against tsunami observations at open ocean DART buoys, for the same 18 earthquakes and ensuing tsunamis analyzed by Davies (2019). Given the magnitude and location of the real earthquakes, we consider ensembles of consistent slipping areas and slip distributions, accounting for both constant and depth-dependent rigidity models. Tsunami simulations are performed for about 68.000 scenarios in total, using the Tsunami-HySEA code (Macías et al., 2016). The simulated results are validated and compared to the DART observations in the same framework considered by Davies (2019).
How to cite: Bayraktar, H. B., Scala, A., Lorito, S., Volpe, M., Linares, C. S., Festa, G., Davies, G., Romano, F., Bernardi, F., Selva, J., Macías, J., de la Asunción, M., and Castro, M. J.: Testing Slip Models for Tsunami Generation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13324, https://doi.org/10.5194/egusphere-egu21-13324, 2021.
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Tsunami hazard depends strongly on the slip distribution of a causative earthquake. Simplified uniform slip models lead to underestimating the tsunami wave height which would be generated by a more realistic heterogeneous slip distribution, both in the near-field and in the far-field of the tsunami source. Several approaches have been proposed to generate stochastic slip distributions for tsunami hazard calculations, including in some cases shallow slip amplification (Le Veque et al., 2016; Sepulveda et al., 2017; Davies 2019; Scala et al., 2020). However, due to the relative scarcity of tsunami data, the inter-comparison of these models and the calibration of their parameters against observations is a challenging yet very much needed task, also in view of their use for tsunami hazard assessment.
Davies (2019) compared a variety of approaches, which consider both depth-dependent and depth-independent slip models in subduction zones by comparing the simulated tsunami waveforms with DART records of 18 tsunami events in the Pacific Ocean. Model calibration was also proposed by Davies and Griffin (2020).
Here, to further progress along similar lines, we compare synthetic tsunamis produced by kinematic slip models obtained with teleseismic inversions from Ye et al. (2016) and by recent stochastic slip generation techniques (Scala et al., 2020) against tsunami observations at open ocean DART buoys, for the same 18 earthquakes and ensuing tsunamis analyzed by Davies (2019). Given the magnitude and location of the real earthquakes, we consider ensembles of consistent slipping areas and slip distributions, accounting for both constant and depth-dependent rigidity models. Tsunami simulations are performed for about 68.000 scenarios in total, using the Tsunami-HySEA code (Macías et al., 2016). The simulated results are validated and compared to the DART observations in the same framework considered by Davies (2019).
How to cite: Bayraktar, H. B., Scala, A., Lorito, S., Volpe, M., Linares, C. S., Festa, G., Davies, G., Romano, F., Bernardi, F., Selva, J., Macías, J., de la Asunción, M., and Castro, M. J.: Testing Slip Models for Tsunami Generation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13324, https://doi.org/10.5194/egusphere-egu21-13324, 2021.
EGU21-14950 | vPICO presentations | NH5.1
Comparative study of the 3D tsunami simulations performed with the use of different approaches to the reconstruction of the bottom movementKirill A. Sementsov, Sergey V. Kolesov, Anna V. Bolshakova, and Mikhail A. Nosov
Information on the earthquake source mechanism (Centroid Moment Tensor) becomes publicly available in a few minutes after the earthquake (for example, https://earthquake.usgs.gov/earthquakes or http://geofon.gfz-potsdam.de/eqinfo). Using this information, we can calculate the ocean bottom displacement in the earthquake area [Leonard, 2010; Okada, 1985] and then use this displacement as an input data for hydrodynamic simulation of the tsunami waves. Let us call this type of input data - Type 1. Somewhat later (and sometimes much later), than CMT, more detailed information on the rupture fault structure (Finite Fault Model) becomes available. According to Finite Fault Model, the rupture fault in the earthquake source consists of a certain number of segments characterized by their dip and strike angles. Each segment consists of a finite number of rectangular subfaults, for each of which a displacement vector, an activation time and a rise time are specified. By applying Okada's formulas to each subfault and using the principle of superposition, we can calculate the ocean bottom displacement in the earthquake area and also use it as an input data for tsunami simulations. Let us call this type of input data - Type 2. However, based on the Finite Fault Model, we are able to create a third type of input data (Type 3). To do this, it is necessary to take into account the displacement start time (subfault activation time) and the displacement duration (subfault rise time) of each subfault and consider the dynamics of the rupture process. In this case, we will be able to reconstruct not only the coseismic bottom displacement in the earthquake source (Type 2), but also describe the dynamics of the coseismic bottom displacement formation in the tsunami source (Type 3).
This paper compares the tsunami simulation results performed with the of different types of input data (Type 1, Type 2 and Type 3). We performed calculations for a number of large earthquakes at the beginning of the 21st century. We took all the earthquake source information from the USGS catalog (https://earthquake.usgs.gov/earthquakes). The bottom deformations of all three types were calculated using the ffaultdisp code (http://ocean.phys.msu.ru/projects/ffaultdisp/). Tsunami modeling was carried out using a combined 2D / 3D CPTM model [Nosov, Kolesov, 2019; Sementsov et al., 2019]. The simulation results are compared with each other as well as with the DART ocean bottom observatories records.
The study was supported by Russian Foundation for Basic Research (projects 20-35-70038, 19-05-00351, 20-07-01098).
How to cite: Sementsov, K. A., Kolesov, S. V., Bolshakova, A. V., and Nosov, M. A.: Comparative study of the 3D tsunami simulations performed with the use of different approaches to the reconstruction of the bottom movement , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14950, https://doi.org/10.5194/egusphere-egu21-14950, 2021.
Please decide on your access
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Information on the earthquake source mechanism (Centroid Moment Tensor) becomes publicly available in a few minutes after the earthquake (for example, https://earthquake.usgs.gov/earthquakes or http://geofon.gfz-potsdam.de/eqinfo). Using this information, we can calculate the ocean bottom displacement in the earthquake area [Leonard, 2010; Okada, 1985] and then use this displacement as an input data for hydrodynamic simulation of the tsunami waves. Let us call this type of input data - Type 1. Somewhat later (and sometimes much later), than CMT, more detailed information on the rupture fault structure (Finite Fault Model) becomes available. According to Finite Fault Model, the rupture fault in the earthquake source consists of a certain number of segments characterized by their dip and strike angles. Each segment consists of a finite number of rectangular subfaults, for each of which a displacement vector, an activation time and a rise time are specified. By applying Okada's formulas to each subfault and using the principle of superposition, we can calculate the ocean bottom displacement in the earthquake area and also use it as an input data for tsunami simulations. Let us call this type of input data - Type 2. However, based on the Finite Fault Model, we are able to create a third type of input data (Type 3). To do this, it is necessary to take into account the displacement start time (subfault activation time) and the displacement duration (subfault rise time) of each subfault and consider the dynamics of the rupture process. In this case, we will be able to reconstruct not only the coseismic bottom displacement in the earthquake source (Type 2), but also describe the dynamics of the coseismic bottom displacement formation in the tsunami source (Type 3).
This paper compares the tsunami simulation results performed with the of different types of input data (Type 1, Type 2 and Type 3). We performed calculations for a number of large earthquakes at the beginning of the 21st century. We took all the earthquake source information from the USGS catalog (https://earthquake.usgs.gov/earthquakes). The bottom deformations of all three types were calculated using the ffaultdisp code (http://ocean.phys.msu.ru/projects/ffaultdisp/). Tsunami modeling was carried out using a combined 2D / 3D CPTM model [Nosov, Kolesov, 2019; Sementsov et al., 2019]. The simulation results are compared with each other as well as with the DART ocean bottom observatories records.
The study was supported by Russian Foundation for Basic Research (projects 20-35-70038, 19-05-00351, 20-07-01098).
How to cite: Sementsov, K. A., Kolesov, S. V., Bolshakova, A. V., and Nosov, M. A.: Comparative study of the 3D tsunami simulations performed with the use of different approaches to the reconstruction of the bottom movement , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14950, https://doi.org/10.5194/egusphere-egu21-14950, 2021.
EGU21-15513 | vPICO presentations | NH5.1
The tsunami energy radiation directivity on the example of the 1994, 2006 and 2007 eventsAnastasia Ivanova
Determining the tsunami source danger is currently one of the most urgent tasks. The vast majority of recorded tsunamis are of seismic origin. Part of the energy released during an earthquake passes into the energy of the initial tsunami source. The tsunami excitation efficiency depends on a number of factors: the depth of the sea above the source and its location relative to the coast and continental slope; the shape and area of residual post-seismic bottom displacements, as well as the bottom relief directly in the zone of the seismic source; inhomogeneities of the ocean floor relief along the path of tsunami propagation (for estimating wave heights in the zone farthest from the source); time inhomogeneities of tsunami wave radiation from the source zone; non-isotropy of the tsunami radiation spectrum.
To study the tsunami source efficiency, we considered three tsunamis in the Kuril ridge region: the Shikotan tsunami of 1994, and two Simushir tsunamis of 2006 and 2007. The choice of events was largely determined by the close geographical location – all of them belong to the Kuril-Kamchatka subduction zone. Also, these events are well studied, and there is quite a large amount of data on tsunami measurements onshore and in the deep ocean. At the same time, all three sources differ in the mechanisms of the seismic focus and location relative to the coast and the continental slope.
We analyzed the tsunami wave field for three events near the Russian Pacific coast. Tsunami energy flow calculations show that frontal energy flow is mainly directed to the southeast. The flux magnitude decreases with distance from the source as a result of geometric divergence and scattering. At longer distances, the effect of refraction becomes more significant – the flow is divided into separate rays due to the focusing on the irregular bottom relief.
The radiation patterns of each source that also were created show the part of wave energy that penetrated the Sea of Okhotsk through the Kuril Straits. It is easy to indicate the effect of the capture of tsunami waves by the shelf and the formation of edge waves that carry the wave energy away from the source area along the Kuril Ridge shelf. For 2006 and 2007 events a relatively small part of the wave energy went into the captured waves, but for 1994 the initial sea surface displacement area was in the shelf zone and a significant part of the energy was transferred to the captured edge waves, radiated mainly in the northeast direction.
How to cite: Ivanova, A.: The tsunami energy radiation directivity on the example of the 1994, 2006 and 2007 events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15513, https://doi.org/10.5194/egusphere-egu21-15513, 2021.
Determining the tsunami source danger is currently one of the most urgent tasks. The vast majority of recorded tsunamis are of seismic origin. Part of the energy released during an earthquake passes into the energy of the initial tsunami source. The tsunami excitation efficiency depends on a number of factors: the depth of the sea above the source and its location relative to the coast and continental slope; the shape and area of residual post-seismic bottom displacements, as well as the bottom relief directly in the zone of the seismic source; inhomogeneities of the ocean floor relief along the path of tsunami propagation (for estimating wave heights in the zone farthest from the source); time inhomogeneities of tsunami wave radiation from the source zone; non-isotropy of the tsunami radiation spectrum.
To study the tsunami source efficiency, we considered three tsunamis in the Kuril ridge region: the Shikotan tsunami of 1994, and two Simushir tsunamis of 2006 and 2007. The choice of events was largely determined by the close geographical location – all of them belong to the Kuril-Kamchatka subduction zone. Also, these events are well studied, and there is quite a large amount of data on tsunami measurements onshore and in the deep ocean. At the same time, all three sources differ in the mechanisms of the seismic focus and location relative to the coast and the continental slope.
We analyzed the tsunami wave field for three events near the Russian Pacific coast. Tsunami energy flow calculations show that frontal energy flow is mainly directed to the southeast. The flux magnitude decreases with distance from the source as a result of geometric divergence and scattering. At longer distances, the effect of refraction becomes more significant – the flow is divided into separate rays due to the focusing on the irregular bottom relief.
The radiation patterns of each source that also were created show the part of wave energy that penetrated the Sea of Okhotsk through the Kuril Straits. It is easy to indicate the effect of the capture of tsunami waves by the shelf and the formation of edge waves that carry the wave energy away from the source area along the Kuril Ridge shelf. For 2006 and 2007 events a relatively small part of the wave energy went into the captured waves, but for 1994 the initial sea surface displacement area was in the shelf zone and a significant part of the energy was transferred to the captured edge waves, radiated mainly in the northeast direction.
How to cite: Ivanova, A.: The tsunami energy radiation directivity on the example of the 1994, 2006 and 2007 events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15513, https://doi.org/10.5194/egusphere-egu21-15513, 2021.
EGU21-6786 | vPICO presentations | NH5.1
Implementation of a numerical methodology for the stochastic characterization of the Valdivia 1960 9.5 Mw tsunami source.Rodrigo Cifuentes-Lobos, Ignacia Calisto, Cristian Saavedra, Franchesca Ormeño, Javiera San Martín, and Matías Fernandez
Probabilistic Tsunami Hazard Assessment (PTHA) brings a variety of mathematical and numerical tools for evaluating long-term exposure to tsunami related hazards in coastal communities, within which the logic tree method stands out for its usefulness in generating random slip models and dealing with epistemic and aleatory uncertainties. Key items for the stochastic study of tsunami scenarios. This method, by combining parameters that define a source model (such as magnitude, and rupture limits), allows to create a vast number of random source models that, as well as they can be used for assessing future and long-term hazard, they can also be used in conjunction with data and observations obtained from past tsunamis and earthquakes in their study.
This study proposes a numerical methodology for the generation of random tsunami source models, based on the logic tree method, for studying paleo tsunamis and historical tsunamis. In this case this methodology will be tested with data from the great Valdivia 1960 9.5 Mw earthquake and tsunami. These random source models are then filtered using empirical relations between magnitudes and rupture dimensions or rupture aspect ratios. Those models that pass this filter are then used to compute deformation using the Okada, 1985 method. This deformation fields are filtered using geodetic data and observations associated with the event of interest, eliminating all models that doesn’t satisfy these observations. In contrast, all models that pass this filter, are used as inputs to model tsunami using a staggered scheme, first modelling with low resolution topobathymetry grids, in order to assess if tsunami waves are registered in locations that are known to have been inundated and eliminate the models that do not show this behaviour. And secondly, using the deformation models that satisfy this past filter as input, high resolution grids are used to model tsunami and appraise the estimated run up of inundations and compare it with reliable historical accounts and sedimentological observations. Those models that pass all the filters mentioned above, will be subjects to statistical analysis to compare them with existent models of the Valdivia 1960 earthquake.
As it was stated above, and due to the important number of published studies, data and historical accounts, and source models available, the Valdivia 1960 9.5 Mw earthquake will be used as a benchmark to test this methodology, in order to appraise the convergence of the random models that pass every filter to the existent source models. It is important to further specify that this methodology was designed to study historical and paleo tsunamis, and will only be tested with modern tsunamis, such as Valdivia 1960.
How to cite: Cifuentes-Lobos, R., Calisto, I., Saavedra, C., Ormeño, F., San Martín, J., and Fernandez, M.: Implementation of a numerical methodology for the stochastic characterization of the Valdivia 1960 9.5 Mw tsunami source., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6786, https://doi.org/10.5194/egusphere-egu21-6786, 2021.
Probabilistic Tsunami Hazard Assessment (PTHA) brings a variety of mathematical and numerical tools for evaluating long-term exposure to tsunami related hazards in coastal communities, within which the logic tree method stands out for its usefulness in generating random slip models and dealing with epistemic and aleatory uncertainties. Key items for the stochastic study of tsunami scenarios. This method, by combining parameters that define a source model (such as magnitude, and rupture limits), allows to create a vast number of random source models that, as well as they can be used for assessing future and long-term hazard, they can also be used in conjunction with data and observations obtained from past tsunamis and earthquakes in their study.
This study proposes a numerical methodology for the generation of random tsunami source models, based on the logic tree method, for studying paleo tsunamis and historical tsunamis. In this case this methodology will be tested with data from the great Valdivia 1960 9.5 Mw earthquake and tsunami. These random source models are then filtered using empirical relations between magnitudes and rupture dimensions or rupture aspect ratios. Those models that pass this filter are then used to compute deformation using the Okada, 1985 method. This deformation fields are filtered using geodetic data and observations associated with the event of interest, eliminating all models that doesn’t satisfy these observations. In contrast, all models that pass this filter, are used as inputs to model tsunami using a staggered scheme, first modelling with low resolution topobathymetry grids, in order to assess if tsunami waves are registered in locations that are known to have been inundated and eliminate the models that do not show this behaviour. And secondly, using the deformation models that satisfy this past filter as input, high resolution grids are used to model tsunami and appraise the estimated run up of inundations and compare it with reliable historical accounts and sedimentological observations. Those models that pass all the filters mentioned above, will be subjects to statistical analysis to compare them with existent models of the Valdivia 1960 earthquake.
As it was stated above, and due to the important number of published studies, data and historical accounts, and source models available, the Valdivia 1960 9.5 Mw earthquake will be used as a benchmark to test this methodology, in order to appraise the convergence of the random models that pass every filter to the existent source models. It is important to further specify that this methodology was designed to study historical and paleo tsunamis, and will only be tested with modern tsunamis, such as Valdivia 1960.
How to cite: Cifuentes-Lobos, R., Calisto, I., Saavedra, C., Ormeño, F., San Martín, J., and Fernandez, M.: Implementation of a numerical methodology for the stochastic characterization of the Valdivia 1960 9.5 Mw tsunami source., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6786, https://doi.org/10.5194/egusphere-egu21-6786, 2021.
EGU21-284 | vPICO presentations | NH5.1
Preliminary results of numerical simulation of submarine landslide-generated wavesRamtin Sabeti and Mohammad Heidarzadeh
Landslide-generated waves have been major threats to coastal areas and have led to destruction and casualties. Their importance is undisputed, most recently demonstrated by the 2018 Anak Krakatau tsunami, causing several hundred fatalities. The accurate prediction of the maximum initial amplitude of landslide waves (ηmax) around the source region is a vital hazard indicator for coastal impact assessment. Laboratory experiments, analytical solutions and numerical modelling are three major methods to investigate the (ηmax). However, the numerical modelling approach provides a more flexible and cost- and time-efficient tool. This research presents a numerical simulation of tsunamis due to rigid landslides with consideration of submerged conditions. In particular, this simulation focuses on studying the effect of landslide parameters on ηmax. Results of simulations are compared with our conducted physical experiments at the Brunel University London (UK) to validate the numerical model.
We employ the fully three-dimensional computational fluid dynamics package, FLOW-3D Hydro for modelling the landslide-generated waves. This software benefit from the Volume of Fluid Method (VOF) as the numerical technique for tracking and locating the free surface. The geometry of the simulation is set up according to the wave tank of physical experiments (i.e. 0.26 m wide, 0.50 m deep and 4.0 m). In order to calibrate the simulation model based on the laboratory measurements, the friction coefficient between solid block and incline is changed to 0.41; likewise, the terminal velocity of the landslide is set to 0.87 m/s. Good agreement between the numerical solutions and the experimental results is found. Sensitivity analyses of landslide parameters (e.g. slide volume, water depth, etc.) on ηmax are performed. Dimensionless parameters are employed to study the sensitivity of the initial landslide waves to various landslide parameters.
How to cite: Sabeti, R. and Heidarzadeh, M.: Preliminary results of numerical simulation of submarine landslide-generated waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-284, https://doi.org/10.5194/egusphere-egu21-284, 2021.
Landslide-generated waves have been major threats to coastal areas and have led to destruction and casualties. Their importance is undisputed, most recently demonstrated by the 2018 Anak Krakatau tsunami, causing several hundred fatalities. The accurate prediction of the maximum initial amplitude of landslide waves (ηmax) around the source region is a vital hazard indicator for coastal impact assessment. Laboratory experiments, analytical solutions and numerical modelling are three major methods to investigate the (ηmax). However, the numerical modelling approach provides a more flexible and cost- and time-efficient tool. This research presents a numerical simulation of tsunamis due to rigid landslides with consideration of submerged conditions. In particular, this simulation focuses on studying the effect of landslide parameters on ηmax. Results of simulations are compared with our conducted physical experiments at the Brunel University London (UK) to validate the numerical model.
We employ the fully three-dimensional computational fluid dynamics package, FLOW-3D Hydro for modelling the landslide-generated waves. This software benefit from the Volume of Fluid Method (VOF) as the numerical technique for tracking and locating the free surface. The geometry of the simulation is set up according to the wave tank of physical experiments (i.e. 0.26 m wide, 0.50 m deep and 4.0 m). In order to calibrate the simulation model based on the laboratory measurements, the friction coefficient between solid block and incline is changed to 0.41; likewise, the terminal velocity of the landslide is set to 0.87 m/s. Good agreement between the numerical solutions and the experimental results is found. Sensitivity analyses of landslide parameters (e.g. slide volume, water depth, etc.) on ηmax are performed. Dimensionless parameters are employed to study the sensitivity of the initial landslide waves to various landslide parameters.
How to cite: Sabeti, R. and Heidarzadeh, M.: Preliminary results of numerical simulation of submarine landslide-generated waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-284, https://doi.org/10.5194/egusphere-egu21-284, 2021.
EGU21-12587 | vPICO presentations | NH5.1
Submarine landslide tsunamis in SW Iberia Margin: Sensitivity of tsunamigenic potential and hazard extent to physical properties of marine sedimentsInês Ramalho, Rachid Omira, Aldina Piedade, Davide Gamboa, José Grazina, and Luís Lemos
Slope instability is probably the most effective process shaping the seafloor of continental margins. This process often leads to the occurrence of submarine mass failures that, if large enough, can cause potential tsunamis. Yet, the dynamics of the landslide evacuated material and their induced tsunamigenic potential remain largely uncharacterized in most continental margins. This applies to the SW Iberia Margin, where large underwater landslide episodes have been evidenced.
In this work, we investigate the sensitivity of landslide-generated tsunami to the physical properties of marine sediments involved in the slope failures in the SW Iberia Margin. This includes the landslide dynamics, the tsunamigenic potential and the tsunami hazard extent. Based upon the MAGICLAND (Marine Geo-hazards Induced by Underwater Landslides in the SW Iberian Margin) project database, we select promising sizable submarine landslide scenarios. We then use an in-house developed two-layer numerical code (based on a Bingham visco-plastic model for the landslide and a non-linear shallow water model for the tsunami) to simulate both the landslide dynamics and the induced tsunami generation and propagation.
In a first stage, the numerical simulations are done considering uncertain sediments properties deduced from the literature. Next, we perform numerical simulations of the selected landslide scenarios using accurate geotechnical properties (mainly the in-situ shear strength obtained from undisturbed samples) determined by laboratory tests conducted on from the analysis of available marine gravity cores in the SW Iberian Margin. Results show that the geotechnical parameters significatively influence the simulation results of both the landslide dynamics and induced tsunami. Particularly, we noticed major effects on the landslide downslope deformation, failure speed, deposited thickness and run-out, which considerably control the momentum transferred to the generated tsunami wave. This demonstrates that the use of inappropriate material properties leads to a misquantification of landslide tsunamigenesis and hazard extent.
This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project MAGICLAND – Marine Geo-hazards Induced by Underwater Landslides in the SW Iberian Margin (PTDC/ CTA-GEO/30381/2017).
How to cite: Ramalho, I., Omira, R., Piedade, A., Gamboa, D., Grazina, J., and Lemos, L.: Submarine landslide tsunamis in SW Iberia Margin: Sensitivity of tsunamigenic potential and hazard extent to physical properties of marine sediments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12587, https://doi.org/10.5194/egusphere-egu21-12587, 2021.
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Slope instability is probably the most effective process shaping the seafloor of continental margins. This process often leads to the occurrence of submarine mass failures that, if large enough, can cause potential tsunamis. Yet, the dynamics of the landslide evacuated material and their induced tsunamigenic potential remain largely uncharacterized in most continental margins. This applies to the SW Iberia Margin, where large underwater landslide episodes have been evidenced.
In this work, we investigate the sensitivity of landslide-generated tsunami to the physical properties of marine sediments involved in the slope failures in the SW Iberia Margin. This includes the landslide dynamics, the tsunamigenic potential and the tsunami hazard extent. Based upon the MAGICLAND (Marine Geo-hazards Induced by Underwater Landslides in the SW Iberian Margin) project database, we select promising sizable submarine landslide scenarios. We then use an in-house developed two-layer numerical code (based on a Bingham visco-plastic model for the landslide and a non-linear shallow water model for the tsunami) to simulate both the landslide dynamics and the induced tsunami generation and propagation.
In a first stage, the numerical simulations are done considering uncertain sediments properties deduced from the literature. Next, we perform numerical simulations of the selected landslide scenarios using accurate geotechnical properties (mainly the in-situ shear strength obtained from undisturbed samples) determined by laboratory tests conducted on from the analysis of available marine gravity cores in the SW Iberian Margin. Results show that the geotechnical parameters significatively influence the simulation results of both the landslide dynamics and induced tsunami. Particularly, we noticed major effects on the landslide downslope deformation, failure speed, deposited thickness and run-out, which considerably control the momentum transferred to the generated tsunami wave. This demonstrates that the use of inappropriate material properties leads to a misquantification of landslide tsunamigenesis and hazard extent.
This work was financed by national funds through FCT—Portuguese Foundation for Science and Technology, I.P., under the framework of the project MAGICLAND – Marine Geo-hazards Induced by Underwater Landslides in the SW Iberian Margin (PTDC/ CTA-GEO/30381/2017).
How to cite: Ramalho, I., Omira, R., Piedade, A., Gamboa, D., Grazina, J., and Lemos, L.: Submarine landslide tsunamis in SW Iberia Margin: Sensitivity of tsunamigenic potential and hazard extent to physical properties of marine sediments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12587, https://doi.org/10.5194/egusphere-egu21-12587, 2021.
EGU21-9352 | vPICO presentations | NH5.1
Submarine landslides in the west continental slope of the South China Sea and their tsunamigenic potentialXiaoyi Pan, Linlin Li, Hong Phuong Nguyen, and Dawei Wang
The 109 meridian fault is located in the west of the South China Sea (SCS) connecting to the offshore Red River Shear Zone. The evolution processes of the 109 meridian fault: striking-uplifting-subsidence of adjacent basin led to a nearly 1000m sharp bathymetric difference in the offshore region of central Vietnam. Combined with the high sediment input from numerous montane rivers in the rising hinterland, the continental slope near central Vietnam possesses the ideal condition for developing submarine landslides. Seismic data indicates many submarine landslides were developed along the steep continental slope. In this study, we analyze the possible trigger mechanisms of these landslides based on the local geological background and sedimentary environment, and assess their tsunamigenic potential along the coast of the Southern Central Vietnam (SCV). We point out that the landslide failures in this region could be triggered by several mechanisms, including seismic activities in the offshore SCV, volcanic activities, gas seep on the slope and the relative sea-level changes. The seismic and volcanic activities are related directly to the late middle Miocene volcanism generated by the change from left- to right-lateral motion on the Red River Shear Zone, showing that tectonism play a significant role in the generation of submarine landslide in the western continental slope of the SCS. To estimate the impact of tsunami waves on SCV coastline, we use two numerical models—NHWAVE and FUNWAVE-TVD to model 4 representative landslides with volume ranging between 1-4km3 and water depth of 300-1000m. The submarine landslides were treated as rigid slump and deformable slide corresponding to two different sedimentary environments. Our results show that the tsunami waves generated by rigid slump can reach up to 20m height in the landslide source area and arrive earlier to the coast of SCV than waves generated by deformable slide. Among these simulated scenarios, tsunami waves generated by the worst-case scenario arrive at the populated cities including Quy Nhơn (109.3°E,13.77°N), Tuy Hòa (109.37°E ,13.08°N) and Vung Ro Bay (109.43°E,12.86°N) in less than 25mins with maximum height of 5m. It is worth mentioning that the Vung Ro Bay will be affected by tsunami waves in all simulated scenarios. We quantify the influence of landslide characteristics (volume, water depth and material) and highlight the local effect of coastal bathymetry on the tsunami generation and propagation which lead to different hazard level of SCV coast.
How to cite: Pan, X., Li, L., Nguyen, H. P., and Wang, D.: Submarine landslides in the west continental slope of the South China Sea and their tsunamigenic potential, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9352, https://doi.org/10.5194/egusphere-egu21-9352, 2021.
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The 109 meridian fault is located in the west of the South China Sea (SCS) connecting to the offshore Red River Shear Zone. The evolution processes of the 109 meridian fault: striking-uplifting-subsidence of adjacent basin led to a nearly 1000m sharp bathymetric difference in the offshore region of central Vietnam. Combined with the high sediment input from numerous montane rivers in the rising hinterland, the continental slope near central Vietnam possesses the ideal condition for developing submarine landslides. Seismic data indicates many submarine landslides were developed along the steep continental slope. In this study, we analyze the possible trigger mechanisms of these landslides based on the local geological background and sedimentary environment, and assess their tsunamigenic potential along the coast of the Southern Central Vietnam (SCV). We point out that the landslide failures in this region could be triggered by several mechanisms, including seismic activities in the offshore SCV, volcanic activities, gas seep on the slope and the relative sea-level changes. The seismic and volcanic activities are related directly to the late middle Miocene volcanism generated by the change from left- to right-lateral motion on the Red River Shear Zone, showing that tectonism play a significant role in the generation of submarine landslide in the western continental slope of the SCS. To estimate the impact of tsunami waves on SCV coastline, we use two numerical models—NHWAVE and FUNWAVE-TVD to model 4 representative landslides with volume ranging between 1-4km3 and water depth of 300-1000m. The submarine landslides were treated as rigid slump and deformable slide corresponding to two different sedimentary environments. Our results show that the tsunami waves generated by rigid slump can reach up to 20m height in the landslide source area and arrive earlier to the coast of SCV than waves generated by deformable slide. Among these simulated scenarios, tsunami waves generated by the worst-case scenario arrive at the populated cities including Quy Nhơn (109.3°E,13.77°N), Tuy Hòa (109.37°E ,13.08°N) and Vung Ro Bay (109.43°E,12.86°N) in less than 25mins with maximum height of 5m. It is worth mentioning that the Vung Ro Bay will be affected by tsunami waves in all simulated scenarios. We quantify the influence of landslide characteristics (volume, water depth and material) and highlight the local effect of coastal bathymetry on the tsunami generation and propagation which lead to different hazard level of SCV coast.
How to cite: Pan, X., Li, L., Nguyen, H. P., and Wang, D.: Submarine landslides in the west continental slope of the South China Sea and their tsunamigenic potential, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9352, https://doi.org/10.5194/egusphere-egu21-9352, 2021.
EGU21-9485 | vPICO presentations | NH5.1
A two-layer shallow flow model with two axes of integration with application to submarine avalanches and generated tsunamisEnrique D. Fernandez-Nieto, François Bouchut, Juan M. Delgado-Sanchez, Anne Mangeney, and Gladys Narbona-Reina
There exits in the literature many approaches that has been used to model submarine avalanches (See [5]). These models are mainly based on the pioneer work of Savage and Hutter (SH) [4] that is a shallow water type model for aerial avalanches, which is written in local coordinates, in order to simulate the tangential velocity to the bottom. A depth-averaged SH model over a general bottom with curvature was introduced in [1]. An extension to submarine avalanches is developed in [2]. In this paper the same local coordinate system is used for the two layers. Nevertheless, using a local coordinates the model would prescribe the perturbation at the surface at a wrong placement. In [3] a bilayer depth-averaged model for submarine avalanches is presented with cartesian coordinates for the water layer and local coordinates for the avalanche. The drawback is that the seabed deformation is considered as an input data for the water layer equations, then no interaction between the two fluids are taken into account and it is necessary to do an interpolation of the granular surface at each time step of the numerical simulation. In this work we present firstly the details of the proposed model, a coupled two-layer shallow water system where we consider local coordinates for the granular layer and cartesian coordinates for the fluid one. The main difference with other models that adopt the same stragie is that any interpolation of the granular surface is required. Moreover, the velocity of the granular layer has an explicit influence on the mass and momentum conservation laws of the fluid layer. Secondly, several numerical tests will be presented.
References
[1] F. Bouchut, E.D. Fernández-Nieto, A. Mangeney, and P.Y. Lagrée. On new erosion models of Savage-Hutter type for avalanches. Acta Mechanica, 199(1):181--208, 2008.
[2] E.D. Fernández-Nieto, F. Bouchut, D. Bresch, M.J. Castro Díaz, and A. Mangeney. A new Savage-Hutter type model for submarine avalanches and generated tsunami. Journal of Computational Physics, 227(16):7720--7754, 2008.
[3] P.H. Heinrich, A. Piatanesi, and H. Hébert. Numerical modelling of tsunami generation and propagation from submarine slumps: the 1998 papua new guinea event. Geophysical Journal International, 145(1):97--111, 2001.
[4] S. B. Savage and K. Hutter. The dynamics of avalanches of granular materials from initiation to runout. part I: Analysis. Acta Mechanica, 86(1):201–223, 1991.
[5] S. Yavari-Ramshe and B. Ataie-Ashtiani. Numerical modeling of subaerial and submarine landslide-generated tsunami waves-recent advances and future challenges. Landslides, 13(6):1325–1368, 2016.
How to cite: Fernandez-Nieto, E. D., Bouchut, F., Delgado-Sanchez, J. M., Mangeney, A., and Narbona-Reina, G.: A two-layer shallow flow model with two axes of integration with application to submarine avalanches and generated tsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9485, https://doi.org/10.5194/egusphere-egu21-9485, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
There exits in the literature many approaches that has been used to model submarine avalanches (See [5]). These models are mainly based on the pioneer work of Savage and Hutter (SH) [4] that is a shallow water type model for aerial avalanches, which is written in local coordinates, in order to simulate the tangential velocity to the bottom. A depth-averaged SH model over a general bottom with curvature was introduced in [1]. An extension to submarine avalanches is developed in [2]. In this paper the same local coordinate system is used for the two layers. Nevertheless, using a local coordinates the model would prescribe the perturbation at the surface at a wrong placement. In [3] a bilayer depth-averaged model for submarine avalanches is presented with cartesian coordinates for the water layer and local coordinates for the avalanche. The drawback is that the seabed deformation is considered as an input data for the water layer equations, then no interaction between the two fluids are taken into account and it is necessary to do an interpolation of the granular surface at each time step of the numerical simulation. In this work we present firstly the details of the proposed model, a coupled two-layer shallow water system where we consider local coordinates for the granular layer and cartesian coordinates for the fluid one. The main difference with other models that adopt the same stragie is that any interpolation of the granular surface is required. Moreover, the velocity of the granular layer has an explicit influence on the mass and momentum conservation laws of the fluid layer. Secondly, several numerical tests will be presented.
References
[1] F. Bouchut, E.D. Fernández-Nieto, A. Mangeney, and P.Y. Lagrée. On new erosion models of Savage-Hutter type for avalanches. Acta Mechanica, 199(1):181--208, 2008.
[2] E.D. Fernández-Nieto, F. Bouchut, D. Bresch, M.J. Castro Díaz, and A. Mangeney. A new Savage-Hutter type model for submarine avalanches and generated tsunami. Journal of Computational Physics, 227(16):7720--7754, 2008.
[3] P.H. Heinrich, A. Piatanesi, and H. Hébert. Numerical modelling of tsunami generation and propagation from submarine slumps: the 1998 papua new guinea event. Geophysical Journal International, 145(1):97--111, 2001.
[4] S. B. Savage and K. Hutter. The dynamics of avalanches of granular materials from initiation to runout. part I: Analysis. Acta Mechanica, 86(1):201–223, 1991.
[5] S. Yavari-Ramshe and B. Ataie-Ashtiani. Numerical modeling of subaerial and submarine landslide-generated tsunami waves-recent advances and future challenges. Landslides, 13(6):1325–1368, 2016.
How to cite: Fernandez-Nieto, E. D., Bouchut, F., Delgado-Sanchez, J. M., Mangeney, A., and Narbona-Reina, G.: A two-layer shallow flow model with two axes of integration with application to submarine avalanches and generated tsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9485, https://doi.org/10.5194/egusphere-egu21-9485, 2021.
EGU21-10807 | vPICO presentations | NH5.1
Using OpenFOAM for landslide tsunamis modeling and comparison with a 2D depth-integrated modelAlexandre Paris, Philippe Heinrich, and Stéphane Abadie
In the literature, OpenFOAM has been used to simulate landslide tsunamis, modeling the landslide as a solid or a two-phase flow. Here we present an approach using three phases (air, water and sediment) modeled as Newtonian fluids. This 3D model is validated against two benchmarks with deformable landslides: one subaerial (Viroulet et al. 2016) and one submarine (Grilli et al. 2017). These benchmarks are also run by a 2D depth-integrated model, AVALANCHE, recently used to reproduce the 2017 Karrat Fjord, Greenland and the 2018 Anak Krakatau, Indonesia events. Both models are able to reproduce either the water waves or the landslide behavior but not both at the same time.
Considering OpenFOAM as a reference code, sensitivity studies on the slope angle, the landslide viscosity and the landslide initial submergence showed that AVALANCHE produces similar results for slope angles between 10 and 45°, for subaerial or close to the surface landslide and/or for low viscosity values. In the other cases (submarine landslides and higher viscosity values) results indicated that OpenFOAM should be preferred to a 2D depth-integrated model.
References:
Grilli, S., Shelby, M. & Kimmoun, O. (2017), ‘Modeling coastal tsunami hazard from submarine mass failures: effect of slide rheology, experimental validation, and case studies off the US East Coast’, Natural Hazards 86, 353-391.
Viroulet, S., Sauret, A., Kimmoun, O. & Kharif, C. (2016), Tsunami waves generated by cliff collapse: comparison between experiments and triphasic simulations, in E. Pelinovsky & C. Kharif, eds, ‘Extreme Ocean Waves’, Springer International Publishing, Cham, pp. 173-190.
How to cite: Paris, A., Heinrich, P., and Abadie, S.: Using OpenFOAM for landslide tsunamis modeling and comparison with a 2D depth-integrated model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10807, https://doi.org/10.5194/egusphere-egu21-10807, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In the literature, OpenFOAM has been used to simulate landslide tsunamis, modeling the landslide as a solid or a two-phase flow. Here we present an approach using three phases (air, water and sediment) modeled as Newtonian fluids. This 3D model is validated against two benchmarks with deformable landslides: one subaerial (Viroulet et al. 2016) and one submarine (Grilli et al. 2017). These benchmarks are also run by a 2D depth-integrated model, AVALANCHE, recently used to reproduce the 2017 Karrat Fjord, Greenland and the 2018 Anak Krakatau, Indonesia events. Both models are able to reproduce either the water waves or the landslide behavior but not both at the same time.
Considering OpenFOAM as a reference code, sensitivity studies on the slope angle, the landslide viscosity and the landslide initial submergence showed that AVALANCHE produces similar results for slope angles between 10 and 45°, for subaerial or close to the surface landslide and/or for low viscosity values. In the other cases (submarine landslides and higher viscosity values) results indicated that OpenFOAM should be preferred to a 2D depth-integrated model.
References:
Grilli, S., Shelby, M. & Kimmoun, O. (2017), ‘Modeling coastal tsunami hazard from submarine mass failures: effect of slide rheology, experimental validation, and case studies off the US East Coast’, Natural Hazards 86, 353-391.
Viroulet, S., Sauret, A., Kimmoun, O. & Kharif, C. (2016), Tsunami waves generated by cliff collapse: comparison between experiments and triphasic simulations, in E. Pelinovsky & C. Kharif, eds, ‘Extreme Ocean Waves’, Springer International Publishing, Cham, pp. 173-190.
How to cite: Paris, A., Heinrich, P., and Abadie, S.: Using OpenFOAM for landslide tsunamis modeling and comparison with a 2D depth-integrated model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10807, https://doi.org/10.5194/egusphere-egu21-10807, 2021.
EGU21-14223 | vPICO presentations | NH5.1 | Highlight
Landslide tsunamis, from origin to hazard, an overview from the SLATE projectFinn Løvholt, Matthias Rauter, Thomas Zengaffinen-Morris, and Carl Harbitz
Landslide tsunamis, despite their importance for the overall tsunami hazard, is not as well understood as earthquake tsunamis. Several uncertain factors contribute to the lack of understanding, such as the variability in the source mechanisms, the dynamics of the landslide and the tsunami generation, as well as the temporal probability of occurrence of landslide events. Here, we present an overview of research activities on landslide tsunami analyses in the H2020 ITN-SLATE project. This research originates from two PhD student projects within SLATE, which have so far resulted in at least six publications with several more in the pipeline. In the SLATE project, we show that both translational and rotational dynamic attributes of the landslide are good indicators of the tsunamigenic potential of slumps using the visco-plastic landslide model BingClaw, by correlating the acceleration times mass and also angular momentum with the induced tsunami height. Moreover, we have employed Navier-Stokes simulations to hindcast model experiments of subaerial landslide tsunamis. By using the experience modelling this benchmark to model tsunamis in many other geometrical settings, the Navier-Stokes model is further employed to test generality and discuss several existing parametric relationships from literature so far available only empirically. New 3D formulations for granular landslide dynamics have further been established. Numerical models have also been set up to simulate real cases such as Anak Krakatoa. Finally, a broad parametric study that constrain the landslide dynamics for a landslide probabilistic hazard analysis is undertaken, to show how using past observations can effectively reduce uncertainties related to landslide dynamics. Combining an overview of the study with some highlights, we show how SLATE has contributed to increasing our understanding of landslide tsunamis and their hazard. We also discuss how the outcome of this project provides a platform for further research. This work has received funding from the European Union's Horizon 2020 research and innovation programme under the Marie Sklodowska-Curie grant agreement No. 721403.
How to cite: Løvholt, F., Rauter, M., Zengaffinen-Morris, T., and Harbitz, C.: Landslide tsunamis, from origin to hazard, an overview from the SLATE project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14223, https://doi.org/10.5194/egusphere-egu21-14223, 2021.
Landslide tsunamis, despite their importance for the overall tsunami hazard, is not as well understood as earthquake tsunamis. Several uncertain factors contribute to the lack of understanding, such as the variability in the source mechanisms, the dynamics of the landslide and the tsunami generation, as well as the temporal probability of occurrence of landslide events. Here, we present an overview of research activities on landslide tsunami analyses in the H2020 ITN-SLATE project. This research originates from two PhD student projects within SLATE, which have so far resulted in at least six publications with several more in the pipeline. In the SLATE project, we show that both translational and rotational dynamic attributes of the landslide are good indicators of the tsunamigenic potential of slumps using the visco-plastic landslide model BingClaw, by correlating the acceleration times mass and also angular momentum with the induced tsunami height. Moreover, we have employed Navier-Stokes simulations to hindcast model experiments of subaerial landslide tsunamis. By using the experience modelling this benchmark to model tsunamis in many other geometrical settings, the Navier-Stokes model is further employed to test generality and discuss several existing parametric relationships from literature so far available only empirically. New 3D formulations for granular landslide dynamics have further been established. Numerical models have also been set up to simulate real cases such as Anak Krakatoa. Finally, a broad parametric study that constrain the landslide dynamics for a landslide probabilistic hazard analysis is undertaken, to show how using past observations can effectively reduce uncertainties related to landslide dynamics. Combining an overview of the study with some highlights, we show how SLATE has contributed to increasing our understanding of landslide tsunamis and their hazard. We also discuss how the outcome of this project provides a platform for further research. This work has received funding from the European Union's Horizon 2020 research and innovation programme under the Marie Sklodowska-Curie grant agreement No. 721403.
How to cite: Løvholt, F., Rauter, M., Zengaffinen-Morris, T., and Harbitz, C.: Landslide tsunamis, from origin to hazard, an overview from the SLATE project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14223, https://doi.org/10.5194/egusphere-egu21-14223, 2021.
EGU21-5363 | vPICO presentations | NH5.1
A Three-dimensional SPH Simulation of Iceberg Calving generated WavesChao Hu, Xiao-liang Wang, and Qing-quan Liu
The calving of large-scale icebergs into the sea can generate a local tsunami that may threaten coastal communities or passing ships. A three-dimensional smoothed particle hydrodynamics model of rigid-body–fluid system is established to simulate the spatial wave generated by calving iceberg. The model is tested with simulated waves induced by a cube iceberg fall into the water body. Good agreement is obtained between simulation results and experimental data. The generation and evolution processes, and the near flow-field characteristics of the waves are analyzed. The simulation results show that waves generated in iceberg calving can generate not only a huge leading wave but also notable tailing waves. The initial propagation direction of the leading wave is determined by iceberg geometry, but as the leading wave propagates away, the water level displacement gradually develops into a semicircle wavefront which is irrelevant to iceberg geometry.
How to cite: Hu, C., Wang, X., and Liu, Q.: A Three-dimensional SPH Simulation of Iceberg Calving generated Waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5363, https://doi.org/10.5194/egusphere-egu21-5363, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The calving of large-scale icebergs into the sea can generate a local tsunami that may threaten coastal communities or passing ships. A three-dimensional smoothed particle hydrodynamics model of rigid-body–fluid system is established to simulate the spatial wave generated by calving iceberg. The model is tested with simulated waves induced by a cube iceberg fall into the water body. Good agreement is obtained between simulation results and experimental data. The generation and evolution processes, and the near flow-field characteristics of the waves are analyzed. The simulation results show that waves generated in iceberg calving can generate not only a huge leading wave but also notable tailing waves. The initial propagation direction of the leading wave is determined by iceberg geometry, but as the leading wave propagates away, the water level displacement gradually develops into a semicircle wavefront which is irrelevant to iceberg geometry.
How to cite: Hu, C., Wang, X., and Liu, Q.: A Three-dimensional SPH Simulation of Iceberg Calving generated Waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5363, https://doi.org/10.5194/egusphere-egu21-5363, 2021.
EGU21-8027 | vPICO presentations | NH5.1
Products and Services Available from U.S. NOAA NCEI Archive of Water Level DataAaron Sweeney, George Mungov, and Lindsey Wright
The U.S. National Oceanic and Atmospheric Administration (NOAA) National Centers for Environmental Information (NCEI) archives analog and digital coastal water level data and ocean-bottom pressure data, digitizes select analog data, and performs quality-control and tidal analysis of these data. The analog tide gauge records (marigrams) cover selected tsunami events between 1854 and 1981 observed at stations across the globe. There are 3,486 high-resolution scanned marigrams in the archive. The digital tide gauge data, primarily U.S. stations, have been collected at 1-minute sampling since 2008. The ocean-bottom pressure data have been collected since 1983. These time-series data are complementary to the maximum wave heights recorded in the NCEI/World Data Service Global Historical Tsunami Database. With the introduction of visual timeline inventories, our NOAA partners have helped us identify, recover, and backfill gaps in our archive. All water level data and products are converted to standardized file formats to reduce barriers to re-use. We provide quality-controlled water level data, computed astronomical tides, details on the harmonic tidal analysis results, and spectra to assess the quality of the de-tiding. Researchers use the quality-controlled data to validate tsunami propagation and storm surge models. Select scanned marigram images are digitized into numerical time-series data by hand-selecting data points along the inked tidal curves. Though automated data point selection capabilities exist, when tested, they did not accurately detect faint traces and consistently failed to correctly select the peak and trough values. Hand-selection ensured that the maximum and minimum values important across water level research would be accurately recorded. From 2016 to 2019, we have digitized 48 of these images, across ten tsunami events, into ready-to-use, digital time-series data. In the event of a tsunami, we augment our holdings by collecting and processing data from the National Hydrographic Services in the affected regions and from the United Nations Education, Scientific and Cultural Organization Intergovernmental Oceanographic Commission (UNESCO IOC) Sea Level Stations Monitoring Facility. Currently, UNESCO IOC does not process these data. These data products are then made available via Tsunami Event Pages.
How to cite: Sweeney, A., Mungov, G., and Wright, L.: Products and Services Available from U.S. NOAA NCEI Archive of Water Level Data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8027, https://doi.org/10.5194/egusphere-egu21-8027, 2021.
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The U.S. National Oceanic and Atmospheric Administration (NOAA) National Centers for Environmental Information (NCEI) archives analog and digital coastal water level data and ocean-bottom pressure data, digitizes select analog data, and performs quality-control and tidal analysis of these data. The analog tide gauge records (marigrams) cover selected tsunami events between 1854 and 1981 observed at stations across the globe. There are 3,486 high-resolution scanned marigrams in the archive. The digital tide gauge data, primarily U.S. stations, have been collected at 1-minute sampling since 2008. The ocean-bottom pressure data have been collected since 1983. These time-series data are complementary to the maximum wave heights recorded in the NCEI/World Data Service Global Historical Tsunami Database. With the introduction of visual timeline inventories, our NOAA partners have helped us identify, recover, and backfill gaps in our archive. All water level data and products are converted to standardized file formats to reduce barriers to re-use. We provide quality-controlled water level data, computed astronomical tides, details on the harmonic tidal analysis results, and spectra to assess the quality of the de-tiding. Researchers use the quality-controlled data to validate tsunami propagation and storm surge models. Select scanned marigram images are digitized into numerical time-series data by hand-selecting data points along the inked tidal curves. Though automated data point selection capabilities exist, when tested, they did not accurately detect faint traces and consistently failed to correctly select the peak and trough values. Hand-selection ensured that the maximum and minimum values important across water level research would be accurately recorded. From 2016 to 2019, we have digitized 48 of these images, across ten tsunami events, into ready-to-use, digital time-series data. In the event of a tsunami, we augment our holdings by collecting and processing data from the National Hydrographic Services in the affected regions and from the United Nations Education, Scientific and Cultural Organization Intergovernmental Oceanographic Commission (UNESCO IOC) Sea Level Stations Monitoring Facility. Currently, UNESCO IOC does not process these data. These data products are then made available via Tsunami Event Pages.
How to cite: Sweeney, A., Mungov, G., and Wright, L.: Products and Services Available from U.S. NOAA NCEI Archive of Water Level Data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8027, https://doi.org/10.5194/egusphere-egu21-8027, 2021.
EGU21-9162 | vPICO presentations | NH5.1
Prospects of real time tsunami inundation estimates with TsunAWI - Studies in the LEXIS projectNatalja Rakowsky, Thierry Goubier, and Sven Harig
Based on the shallow water equations,the tsunami wave propagation in the deep ocean and an assessment of the wave height at the coast can easily be simulated online during an event. To simulate the estimated inundation, however, poses higher demands on model physics and mesh resolution. Whereas in the deep ocean, a simple balance between pressure gradient force and acceleration is sufficient for first estimates of the wave propagation, additional nonlinear factors like bottom friction and momentum advection gain importance close to the coast. For a seamless simulation of the transition from wave propagation to inundation, the finite element model TsunAWI has been developed as part of the efforts within the GITEWS project (German Indonesian Tsunami Early Warning System) and in the meantime, the code has evolved considerably with applications in several projects. The triangular mesh approach allows for large freedom in the resolution of coastline and bathymetric features, however is also numerically demanding. In the ongoing EU-project LEXIS (Large-scale Execution for Industry & Society), the simulation of earthquake and tsunami events is one of the pilot study cases and on the tsunami side puts focus on the optimization of TsunAWI on modern HPC architectures. Targeting FPGAs, an accelerator for TsunAWI is being designed. It relies on a software-distributed shared memory (S-DSM) allowing sharing of the memory between distributed nodes and the accelerator(s), and is showing that TsunAWI optimisations, namely single precision and unstructured mesh traversal, are key elements to reach high performance and efficiency. For HPC systems, an MPI parallelization was implemented, based on domain decomposition. The MPI parallel code shows good scaling, making high resolution simulations feasible during an event. The developments are evaluated in simulations of tsunami inundation in hypothetical and real events in Indonesia and Chile. It turns out that the optimized approach allows for improved fast estimates of the tsunami impact in the application cases.
How to cite: Rakowsky, N., Goubier, T., and Harig, S.: Prospects of real time tsunami inundation estimates with TsunAWI - Studies in the LEXIS project , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9162, https://doi.org/10.5194/egusphere-egu21-9162, 2021.
Please decide on your access
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Based on the shallow water equations,the tsunami wave propagation in the deep ocean and an assessment of the wave height at the coast can easily be simulated online during an event. To simulate the estimated inundation, however, poses higher demands on model physics and mesh resolution. Whereas in the deep ocean, a simple balance between pressure gradient force and acceleration is sufficient for first estimates of the wave propagation, additional nonlinear factors like bottom friction and momentum advection gain importance close to the coast. For a seamless simulation of the transition from wave propagation to inundation, the finite element model TsunAWI has been developed as part of the efforts within the GITEWS project (German Indonesian Tsunami Early Warning System) and in the meantime, the code has evolved considerably with applications in several projects. The triangular mesh approach allows for large freedom in the resolution of coastline and bathymetric features, however is also numerically demanding. In the ongoing EU-project LEXIS (Large-scale Execution for Industry & Society), the simulation of earthquake and tsunami events is one of the pilot study cases and on the tsunami side puts focus on the optimization of TsunAWI on modern HPC architectures. Targeting FPGAs, an accelerator for TsunAWI is being designed. It relies on a software-distributed shared memory (S-DSM) allowing sharing of the memory between distributed nodes and the accelerator(s), and is showing that TsunAWI optimisations, namely single precision and unstructured mesh traversal, are key elements to reach high performance and efficiency. For HPC systems, an MPI parallelization was implemented, based on domain decomposition. The MPI parallel code shows good scaling, making high resolution simulations feasible during an event. The developments are evaluated in simulations of tsunami inundation in hypothetical and real events in Indonesia and Chile. It turns out that the optimized approach allows for improved fast estimates of the tsunami impact in the application cases.
How to cite: Rakowsky, N., Goubier, T., and Harig, S.: Prospects of real time tsunami inundation estimates with TsunAWI - Studies in the LEXIS project , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9162, https://doi.org/10.5194/egusphere-egu21-9162, 2021.
EGU21-15828 | vPICO presentations | NH5.1
Tsunami Ray Tracing Method for Shortest Travel-Time PathTung-Cheng Ho, Shingo Watada, and Kenji Satake
We propose a ray-tracing method to solve the two-point boundary value problem for tsunamis based on the long-wave theory. In the long-wave theory, the tsunami wave velocity is proportional to the square root of water depth, which is available from global bathymetric atlases. Our method computes the shortest travel times starting from each of the two given points and calculates the local ray direction to trace the ray path. We utilize an explicit, non-iterative tracing scheme that exhibits robust results and applies to any tsunami-accessible locations, and the global-shortest travel-time path is derived. In simple and real bathymetry cases, our method demonstrates stable results with neglectable low uncertainties. The ray-tracing method is then applied to analyze the path of tsunamis from different directions to four important bays in Japan. The result shows that tsunami ray paths are significantly influenced by local bathymetry, and some crucial structures, such as trench and trough, behave as the primary routes of this region. Deploying stations near these routes will be most beneficial for tsunami early warning. The existing tsunami-observing system off the Honshu area works well for tsunamis from the east side but slightly deficient for tsunamis from the west side. The far-field ray tracing shows that tsunamis traveling from Chile to Japan through two main routes—one via north Hawaii and the other via the south— depending on the location of the source.
How to cite: Ho, T.-C., Watada, S., and Satake, K.: Tsunami Ray Tracing Method for Shortest Travel-Time Path, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15828, https://doi.org/10.5194/egusphere-egu21-15828, 2021.
We propose a ray-tracing method to solve the two-point boundary value problem for tsunamis based on the long-wave theory. In the long-wave theory, the tsunami wave velocity is proportional to the square root of water depth, which is available from global bathymetric atlases. Our method computes the shortest travel times starting from each of the two given points and calculates the local ray direction to trace the ray path. We utilize an explicit, non-iterative tracing scheme that exhibits robust results and applies to any tsunami-accessible locations, and the global-shortest travel-time path is derived. In simple and real bathymetry cases, our method demonstrates stable results with neglectable low uncertainties. The ray-tracing method is then applied to analyze the path of tsunamis from different directions to four important bays in Japan. The result shows that tsunami ray paths are significantly influenced by local bathymetry, and some crucial structures, such as trench and trough, behave as the primary routes of this region. Deploying stations near these routes will be most beneficial for tsunami early warning. The existing tsunami-observing system off the Honshu area works well for tsunamis from the east side but slightly deficient for tsunamis from the west side. The far-field ray tracing shows that tsunamis traveling from Chile to Japan through two main routes—one via north Hawaii and the other via the south— depending on the location of the source.
How to cite: Ho, T.-C., Watada, S., and Satake, K.: Tsunami Ray Tracing Method for Shortest Travel-Time Path, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15828, https://doi.org/10.5194/egusphere-egu21-15828, 2021.
EGU21-13218 | vPICO presentations | NH5.1
Rapid earthquake source characterization in the context of tsunami early warningAlberto Armigliato, Martina Zanetti, Stefano Tinti, Filippo Zaniboni, Glauco Gallotti, and Cesare Angeli
It is well known that for earthquake-generated tsunamis impacting near-field coastlines the focal mechanism, the position of the fault with respect to the coastline and the on fault slip distribution are key factors in determining the efficiency of the generation process and the distribution of the maximum run-up and inundation along the nearby coasts. The time needed to obtain the aforementioned information from the analysis of seismic records is usually too long compared to the time required to issue a timely tsunami warning/alert to the nearest coastlines. In the context of tsunami early warning systems, a big challenge is hence to be able to define 1) the relative position of the hypocenter and of the fault and 2) the earthquake focal mechanism, based only on the preliminary earthquake localization and magnitude estimation, which are made available by seismic networks soon after the earthquake occurs.
In this study, the intrinsic unpredictability of the position of the hypocenter on the fault plane is studied through a probabilistic approach based on the analysis of two finite fault model datasets (SRCMOD and USGS) and by limiting the analysis to moderate-to-large shallow earthquakes (Mw 6 and depth 50 km). After a proper homogenization procedure needed to define a common geometry for all samples in the two datasets, the hypocentral positions are fitted with different probability density functions (PDFs) separately in the along-dip and along-strike directions.
Regarding the focal mechanism determination, different approaches have been tested: the most successful is restricted to subduction-type earthquakes. It defines average values and uncertainties for strike, dip and rake angles based on a combination of a proper zonation of the main tsunamigenic subduction areas worldwide and of subduction zone geometries available from publicdatabases.
The general workflow that we propose can be schematically outlined as follows. Once an earthquake occurs and the magnitude and hypocentral solutions are made available by seismic networks, it is possible to assign the focal mechanism by selecting the characteristic values for strike, dip and rake of the zone where the hypocenter falls into. Fault length and width, as well as the slip distribution on the fault plane, are computed through regression laws against magnitude proposed by previous studies. The resulting rectangular fault plane can be discretized into a matrix of subfaults: the position of the center of each subfault can be considered as a “realization” of the hypocenter position, which can then be assigned a probability. In this way, we can define a number of earthquake fault scenarios, each of which is assigned a probability, and we can run tsunami numerical simulations for each scenario to quantify the classical observables, such as water elevation time series in selected offshore/coastal tide-gauges, flow depth, run-up, inundation distance. The final results can be provided as probabilistic distributions of the different observables.
The general approach, which is still in a proof-of-concept stage, is applied to the 16 September 2015 Illapel (Chile) tsunamigenic earthquake (Mw = 8.2). The comparison with the available tsunami observations is discussed with special attention devoted to the early-warning perspective.
How to cite: Armigliato, A., Zanetti, M., Tinti, S., Zaniboni, F., Gallotti, G., and Angeli, C.: Rapid earthquake source characterization in the context of tsunami early warning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13218, https://doi.org/10.5194/egusphere-egu21-13218, 2021.
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It is well known that for earthquake-generated tsunamis impacting near-field coastlines the focal mechanism, the position of the fault with respect to the coastline and the on fault slip distribution are key factors in determining the efficiency of the generation process and the distribution of the maximum run-up and inundation along the nearby coasts. The time needed to obtain the aforementioned information from the analysis of seismic records is usually too long compared to the time required to issue a timely tsunami warning/alert to the nearest coastlines. In the context of tsunami early warning systems, a big challenge is hence to be able to define 1) the relative position of the hypocenter and of the fault and 2) the earthquake focal mechanism, based only on the preliminary earthquake localization and magnitude estimation, which are made available by seismic networks soon after the earthquake occurs.
In this study, the intrinsic unpredictability of the position of the hypocenter on the fault plane is studied through a probabilistic approach based on the analysis of two finite fault model datasets (SRCMOD and USGS) and by limiting the analysis to moderate-to-large shallow earthquakes (Mw 6 and depth 50 km). After a proper homogenization procedure needed to define a common geometry for all samples in the two datasets, the hypocentral positions are fitted with different probability density functions (PDFs) separately in the along-dip and along-strike directions.
Regarding the focal mechanism determination, different approaches have been tested: the most successful is restricted to subduction-type earthquakes. It defines average values and uncertainties for strike, dip and rake angles based on a combination of a proper zonation of the main tsunamigenic subduction areas worldwide and of subduction zone geometries available from publicdatabases.
The general workflow that we propose can be schematically outlined as follows. Once an earthquake occurs and the magnitude and hypocentral solutions are made available by seismic networks, it is possible to assign the focal mechanism by selecting the characteristic values for strike, dip and rake of the zone where the hypocenter falls into. Fault length and width, as well as the slip distribution on the fault plane, are computed through regression laws against magnitude proposed by previous studies. The resulting rectangular fault plane can be discretized into a matrix of subfaults: the position of the center of each subfault can be considered as a “realization” of the hypocenter position, which can then be assigned a probability. In this way, we can define a number of earthquake fault scenarios, each of which is assigned a probability, and we can run tsunami numerical simulations for each scenario to quantify the classical observables, such as water elevation time series in selected offshore/coastal tide-gauges, flow depth, run-up, inundation distance. The final results can be provided as probabilistic distributions of the different observables.
The general approach, which is still in a proof-of-concept stage, is applied to the 16 September 2015 Illapel (Chile) tsunamigenic earthquake (Mw = 8.2). The comparison with the available tsunami observations is discussed with special attention devoted to the early-warning perspective.
How to cite: Armigliato, A., Zanetti, M., Tinti, S., Zaniboni, F., Gallotti, G., and Angeli, C.: Rapid earthquake source characterization in the context of tsunami early warning, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13218, https://doi.org/10.5194/egusphere-egu21-13218, 2021.
EGU21-12521 | vPICO presentations | NH5.1
Tsunami Ready in Italy: first stepsCecilia Valbonesi, Alessandro Amato, and Lorenzo Cugliari
The Italian Tsunami Alert Center of INGV (Centro Allerta Tsunami, CAT-INGV), one of the Tsunami Service Providers of NEAMTWS, has been working in the last few years for improving its warning and alerting capabilities: in recent events, initial messages have been issued between 7 and 10 minutes from the earthquakes. Other improvements of the upstream component of the TWS are being implemented. However, it is well known that the most critical part of the warning system is the so-called “last mile”, meaning the step of informing residents and tourists about the impending inundation. Therefore, a large effort is needed to fill this gap, and scientists are called to give their contribution in it.
Among the ongoing activities to reach this objective, one of the most recent is the implementation of the Tsunami Ready (TR) Program in cooperation with Italian Civil Protection Department. TR is a virtuous model for dealing with tsunami risk, which also has numerous implications in terms of the responsibilities that can arise from a tsunami impact on the population and the environment.
This is for at least two reasons. First, the direct involvement of citizens in the education and information process represents a significant step change because it ensures greater awareness that translates into greater citizen responsibility in tsunami risk management. In particular, the participation of citizens in the TLB (tsunami local board) requested by TR is a key element in this bottom-up risk management process.
Secondly, the adoption of internationally accredited guidelines represents a reliable parameter for determining the behavior to be adopted by public decision-makers. Therefore, when an adverse event occurs, having followed the highest available and internationally accredited standard of caution contributes to mitigating the (possible) criminal reproach against civil protection officers charged in risk management.
In 2020, we have started the path towards the implementation of Tsunami Ready in three municipalities in Italy, located in areas of high to moderate tsunami hazard (namely Minturno, Latium; Palmi, Calabria; Pachino/Marzamemi, Sicily). The response of local authorities has been enthusiastic in all three cases. By the end of 2020, two of them have released official resolutions launching the start of the program, followed by articles on local newspapers.
How to cite: Valbonesi, C., Amato, A., and Cugliari, L.: Tsunami Ready in Italy: first steps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12521, https://doi.org/10.5194/egusphere-egu21-12521, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Italian Tsunami Alert Center of INGV (Centro Allerta Tsunami, CAT-INGV), one of the Tsunami Service Providers of NEAMTWS, has been working in the last few years for improving its warning and alerting capabilities: in recent events, initial messages have been issued between 7 and 10 minutes from the earthquakes. Other improvements of the upstream component of the TWS are being implemented. However, it is well known that the most critical part of the warning system is the so-called “last mile”, meaning the step of informing residents and tourists about the impending inundation. Therefore, a large effort is needed to fill this gap, and scientists are called to give their contribution in it.
Among the ongoing activities to reach this objective, one of the most recent is the implementation of the Tsunami Ready (TR) Program in cooperation with Italian Civil Protection Department. TR is a virtuous model for dealing with tsunami risk, which also has numerous implications in terms of the responsibilities that can arise from a tsunami impact on the population and the environment.
This is for at least two reasons. First, the direct involvement of citizens in the education and information process represents a significant step change because it ensures greater awareness that translates into greater citizen responsibility in tsunami risk management. In particular, the participation of citizens in the TLB (tsunami local board) requested by TR is a key element in this bottom-up risk management process.
Secondly, the adoption of internationally accredited guidelines represents a reliable parameter for determining the behavior to be adopted by public decision-makers. Therefore, when an adverse event occurs, having followed the highest available and internationally accredited standard of caution contributes to mitigating the (possible) criminal reproach against civil protection officers charged in risk management.
In 2020, we have started the path towards the implementation of Tsunami Ready in three municipalities in Italy, located in areas of high to moderate tsunami hazard (namely Minturno, Latium; Palmi, Calabria; Pachino/Marzamemi, Sicily). The response of local authorities has been enthusiastic in all three cases. By the end of 2020, two of them have released official resolutions launching the start of the program, followed by articles on local newspapers.
How to cite: Valbonesi, C., Amato, A., and Cugliari, L.: Tsunami Ready in Italy: first steps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12521, https://doi.org/10.5194/egusphere-egu21-12521, 2021.
EGU21-14148 | vPICO presentations | NH5.1
Run-up of breaking focused waves on a beach studied experimentally in a large scale facility and numerically using hybrid FNPT-RANS modelShaswat Saincher, Sriram Venkatachalam, and Ira Didenkulova
The feasibility of generating long period waves using a piston-type wavemaker was comprehensively demonstrated in [1] for the Großer Wellenkanal (GWK) at 1:100 scale. These included regular waves, elongated solitons, N-waves as well as time-series pertaining to earthquake tsunamis (namely the 2004 Indian Ocean and 2011 Tohoku tsunamis).
In the companion paper [2], the aforementioned long-period waves were simulated using fully nonlinear potential theory (FNPT) and the Korteweg-de Vries (KdV) equations and compared with GWK measurements. It was established that the FNPT and KdV models accurately predicted long-distance evolution of these waves as well as dispersion-induced splitting of elongated solitons and N-waves to the form of undular bores. In addition, the run-up characteristics of the “2009 Samoa tsunami” record and elongated solitons were also studied in [2]. The semi-numerical procedure adopted in [2] for run-up estimation was limited to long non-breaking waves. However, the experimental data collection included also violently breaking focused waves of a smaller period.
In the present work, we apply IITM-RANS3D to simulate the run-up characteristics of breaking focused waves based on experiments carried out in the GWK using a 1:6 slope. An in-house, Reynolds-Averaged Navier-Stokes model (IITM-RANS3D) has been recently developed and hybridized with the in-house potential code IITM-FNPT2D. The RANS framework allows for complete description of breaking wave hydrodynamics and FNPT-hybridization ensures energy preservation for long-duration wave simulations. The run-up problem is considered as a multiphase flow where the beach is physically modelled as a high-viscosity fluid. The simulations would provide valuable insight into the run-up characteristics of breaking bores at large scale as viscous and aeration effects are fully accounted for in the RANS model.
REFERENCES
[1] S. Schimmels, V. Sriram, I. Didenkulova, Tsunami generation in a large scale experimental facility, Coastal Engineering 110, 32-41 (2016).
[2] V. Sriram, I. Didenkulova, A. Sergeeva, S. Schimmels, Tsunami evolution and run-up in a large scale experimental facility, Coastal Engineering 111, 1-12 (2016).
How to cite: Saincher, S., Venkatachalam, S., and Didenkulova, I.: Run-up of breaking focused waves on a beach studied experimentally in a large scale facility and numerically using hybrid FNPT-RANS model , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14148, https://doi.org/10.5194/egusphere-egu21-14148, 2021.
The feasibility of generating long period waves using a piston-type wavemaker was comprehensively demonstrated in [1] for the Großer Wellenkanal (GWK) at 1:100 scale. These included regular waves, elongated solitons, N-waves as well as time-series pertaining to earthquake tsunamis (namely the 2004 Indian Ocean and 2011 Tohoku tsunamis).
In the companion paper [2], the aforementioned long-period waves were simulated using fully nonlinear potential theory (FNPT) and the Korteweg-de Vries (KdV) equations and compared with GWK measurements. It was established that the FNPT and KdV models accurately predicted long-distance evolution of these waves as well as dispersion-induced splitting of elongated solitons and N-waves to the form of undular bores. In addition, the run-up characteristics of the “2009 Samoa tsunami” record and elongated solitons were also studied in [2]. The semi-numerical procedure adopted in [2] for run-up estimation was limited to long non-breaking waves. However, the experimental data collection included also violently breaking focused waves of a smaller period.
In the present work, we apply IITM-RANS3D to simulate the run-up characteristics of breaking focused waves based on experiments carried out in the GWK using a 1:6 slope. An in-house, Reynolds-Averaged Navier-Stokes model (IITM-RANS3D) has been recently developed and hybridized with the in-house potential code IITM-FNPT2D. The RANS framework allows for complete description of breaking wave hydrodynamics and FNPT-hybridization ensures energy preservation for long-duration wave simulations. The run-up problem is considered as a multiphase flow where the beach is physically modelled as a high-viscosity fluid. The simulations would provide valuable insight into the run-up characteristics of breaking bores at large scale as viscous and aeration effects are fully accounted for in the RANS model.
REFERENCES
[1] S. Schimmels, V. Sriram, I. Didenkulova, Tsunami generation in a large scale experimental facility, Coastal Engineering 110, 32-41 (2016).
[2] V. Sriram, I. Didenkulova, A. Sergeeva, S. Schimmels, Tsunami evolution and run-up in a large scale experimental facility, Coastal Engineering 111, 1-12 (2016).
How to cite: Saincher, S., Venkatachalam, S., and Didenkulova, I.: Run-up of breaking focused waves on a beach studied experimentally in a large scale facility and numerically using hybrid FNPT-RANS model , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14148, https://doi.org/10.5194/egusphere-egu21-14148, 2021.
EGU21-15836 | vPICO presentations | NH5.1
Tsunami Hazard of the Caspian SeaAlisa Medvedeva and Igor Medvedev
A regional model of tsunami seismic sources in the zone of the Main Caucasian thrust has been developed. The parameters of probable models of seismic sources and their uncertainties were estimated based on the available data on historical earthquakes and active faults of the region. The scenario modeling technique was used for the tsunami zoning of the Caspian Sea coast. The time period covered by the model catalog of earthquakes used to calculate the generation and propagation of tsunamis is about 20 000 years, which is longer than the recurrence periods of the strongest possible earthquakes. The recurrence graphs of the calculated maximum tsunami heights for the entire sea coast were plotted. On their basis, the maximum heights of tsunami waves on the coast were calculated with recurrence periods of 250, 500, 1000 and 5000 years and the corresponding survey maps of the tsunami zoning of the Caspian Sea were created. The algorithm for calculating the tsunami run-up on the coast is improved, taking into account the residual (postseismic) displacements of the bottom and land relief. Estimates of tsunami hazard for the coast near the city of Kaspiysk were carried out: within the framework of the deterministic approach, the maximum wave heights and run-up distance were calculated. It is shown that the deterministic approach slightly overestimates the maximum heights of tsunami waves with certain return periods. It is shown that changes in the mean sea level can affect the features of the propagation of tsunami waves in the Caspian Sea. Thus, at an average sea level of -25-26 m, the Kara-Bogaz-Gol Bay is linked with the entire sea through a narrow strait. It leads to the propagation of tsunami waves into the water area of the bay and a decrease in wave height on the eastern coast of the sea. When the mean sea level decreases below -27 m, the positive depths in the strait disappear and water exchange through the strait stops, and the wave height in this part of the sea increases.
How to cite: Medvedeva, A. and Medvedev, I.: Tsunami Hazard of the Caspian Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15836, https://doi.org/10.5194/egusphere-egu21-15836, 2021.
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A regional model of tsunami seismic sources in the zone of the Main Caucasian thrust has been developed. The parameters of probable models of seismic sources and their uncertainties were estimated based on the available data on historical earthquakes and active faults of the region. The scenario modeling technique was used for the tsunami zoning of the Caspian Sea coast. The time period covered by the model catalog of earthquakes used to calculate the generation and propagation of tsunamis is about 20 000 years, which is longer than the recurrence periods of the strongest possible earthquakes. The recurrence graphs of the calculated maximum tsunami heights for the entire sea coast were plotted. On their basis, the maximum heights of tsunami waves on the coast were calculated with recurrence periods of 250, 500, 1000 and 5000 years and the corresponding survey maps of the tsunami zoning of the Caspian Sea were created. The algorithm for calculating the tsunami run-up on the coast is improved, taking into account the residual (postseismic) displacements of the bottom and land relief. Estimates of tsunami hazard for the coast near the city of Kaspiysk were carried out: within the framework of the deterministic approach, the maximum wave heights and run-up distance were calculated. It is shown that the deterministic approach slightly overestimates the maximum heights of tsunami waves with certain return periods. It is shown that changes in the mean sea level can affect the features of the propagation of tsunami waves in the Caspian Sea. Thus, at an average sea level of -25-26 m, the Kara-Bogaz-Gol Bay is linked with the entire sea through a narrow strait. It leads to the propagation of tsunami waves into the water area of the bay and a decrease in wave height on the eastern coast of the sea. When the mean sea level decreases below -27 m, the positive depths in the strait disappear and water exchange through the strait stops, and the wave height in this part of the sea increases.
How to cite: Medvedeva, A. and Medvedev, I.: Tsunami Hazard of the Caspian Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15836, https://doi.org/10.5194/egusphere-egu21-15836, 2021.
EGU21-14159 | vPICO presentations | NH5.1
The Sensitivity of Tsunami run-up to Earthquake Source Parameters and Manning Friction Coefficient in High-Resolution Inundation SimulationsSteven J. Gibbons, Stefano Lorito, Marc de la Asunción, Manuela Volpe, Jacopo Selva, Jorge Macías, Carlos Sánchez-Linares, Malte Vöge, Roberto Tonini, Piero Lanucara, Sylfest Glimsdal, Jan Christian Meyer, Fabrizio Romano, and Finn Løvholt
Advances in GPU-based High-Performance Computing (HPC) facilities, combined with improvements in GPU-optimized shallow water models for tsunami inundation, allow us to perform large numbers of numerical simulations of earthquake-generated tsunamis on high-resolution numerical grids. Large numbers of simulations are necessary to investigate the multi-dimensional parameter space that defines the tsunami hazard, including situations where the tsunami is generated outside major tectonic structures, where fault geometry is uncertain and can take widely different orientations. With over 1500 numerical simulations, we perform suites of systematic parameter searches to investigate the sensitivity of inundation at the towns of Catania and Siracusa on Sicily to changes both in the earthquake source parameters and in the specification of the Manning friction coefficient. The inundation is modelled using the GPU-based Tsunami-HySEA code on a system of nested topo-bathymetric grids with a finest spatial resolution of 10 meters. We consider tsunamigenesis by large earthquakes with uniform slip where the location, focal depth, fault dimensions and slip, together with the angles of strike, dip, and rake, are defined by the standard Okada parameters. We consider sources both close to the shore, in which significant co-seismic deformation occurs, and offshore, where co-seismic deformation is negligible. For the offshore earthquake sources, we see systematic and intuitive changes in the inundation with changes in strike, dip, rake, and depth. For the near-shore sources, the dependency is far more complicated and co-seismic deformation becomes significant in determining the inundation. The sensitivity studies provide clear guidelines as to the necessary resolution for source discretization for Probabilistic Tsunami Hazard Analysis, with a need for a far finer discretization of local sources than for more distant sources. For a small number of earthquake sources, we study systematically the inundation as a function of the Manning Friction Coefficient. The sensitivity of the inundation to this parameter varies greatly for different earthquake sources and topo-bathymetry at the coastline of interest. An understanding of all these dependencies is needed to better understand the consequences of tsunamigenic earthquake models with more complex geometries, and in quantifying the epistemic uncertainty in the tsunami hazard.
This work is partially funded by the European Union’s Horizon 2020 Research and Innovation Program under grant agreement No 823844 (ChEESE Center of Excellence, www.cheese-coe.eu). Computational resources made available through Sigma2/UNINETT on Saga at NTNU, Trondheim, Norway (in project nn5008k) and through PRACE on Marconi-100 at CINECA, Rome, Italy (through PRACE grant Pra21_5386/TsuHazAP).
How to cite: Gibbons, S. J., Lorito, S., de la Asunción, M., Volpe, M., Selva, J., Macías, J., Sánchez-Linares, C., Vöge, M., Tonini, R., Lanucara, P., Glimsdal, S., Meyer, J. C., Romano, F., and Løvholt, F.: The Sensitivity of Tsunami run-up to Earthquake Source Parameters and Manning Friction Coefficient in High-Resolution Inundation Simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14159, https://doi.org/10.5194/egusphere-egu21-14159, 2021.
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Advances in GPU-based High-Performance Computing (HPC) facilities, combined with improvements in GPU-optimized shallow water models for tsunami inundation, allow us to perform large numbers of numerical simulations of earthquake-generated tsunamis on high-resolution numerical grids. Large numbers of simulations are necessary to investigate the multi-dimensional parameter space that defines the tsunami hazard, including situations where the tsunami is generated outside major tectonic structures, where fault geometry is uncertain and can take widely different orientations. With over 1500 numerical simulations, we perform suites of systematic parameter searches to investigate the sensitivity of inundation at the towns of Catania and Siracusa on Sicily to changes both in the earthquake source parameters and in the specification of the Manning friction coefficient. The inundation is modelled using the GPU-based Tsunami-HySEA code on a system of nested topo-bathymetric grids with a finest spatial resolution of 10 meters. We consider tsunamigenesis by large earthquakes with uniform slip where the location, focal depth, fault dimensions and slip, together with the angles of strike, dip, and rake, are defined by the standard Okada parameters. We consider sources both close to the shore, in which significant co-seismic deformation occurs, and offshore, where co-seismic deformation is negligible. For the offshore earthquake sources, we see systematic and intuitive changes in the inundation with changes in strike, dip, rake, and depth. For the near-shore sources, the dependency is far more complicated and co-seismic deformation becomes significant in determining the inundation. The sensitivity studies provide clear guidelines as to the necessary resolution for source discretization for Probabilistic Tsunami Hazard Analysis, with a need for a far finer discretization of local sources than for more distant sources. For a small number of earthquake sources, we study systematically the inundation as a function of the Manning Friction Coefficient. The sensitivity of the inundation to this parameter varies greatly for different earthquake sources and topo-bathymetry at the coastline of interest. An understanding of all these dependencies is needed to better understand the consequences of tsunamigenic earthquake models with more complex geometries, and in quantifying the epistemic uncertainty in the tsunami hazard.
This work is partially funded by the European Union’s Horizon 2020 Research and Innovation Program under grant agreement No 823844 (ChEESE Center of Excellence, www.cheese-coe.eu). Computational resources made available through Sigma2/UNINETT on Saga at NTNU, Trondheim, Norway (in project nn5008k) and through PRACE on Marconi-100 at CINECA, Rome, Italy (through PRACE grant Pra21_5386/TsuHazAP).
How to cite: Gibbons, S. J., Lorito, S., de la Asunción, M., Volpe, M., Selva, J., Macías, J., Sánchez-Linares, C., Vöge, M., Tonini, R., Lanucara, P., Glimsdal, S., Meyer, J. C., Romano, F., and Løvholt, F.: The Sensitivity of Tsunami run-up to Earthquake Source Parameters and Manning Friction Coefficient in High-Resolution Inundation Simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14159, https://doi.org/10.5194/egusphere-egu21-14159, 2021.
EGU21-6596 | vPICO presentations | NH5.1
Tsunami vulnerability along the western Bulgarian Black Sea coast - from the historical review towards multidisciplinary assessment approachLyubka Pashova, Liliya Dimitrova, Emil Oynakov, and Vasko Galabov
Over the last two decades, in line with the global trend of expanding research into natural hazards and disaster risk reduction, the tsunami hazard and risk assessment along the coast of Europe has become a hot topic of research. In all its aspects, tsunami research includes the study of tsunami documentary evidence, historical data collection, field experiments, laboratory research, theoretical numerical and analytical modelling, and in-depth analysis of recent tsunami events. Tsunami modelling research methodologies and holistic approaches to risk assessment are continually being improved. Researches are directed to develop conventional standardised methods to analyse tsunami hazard and risk with associated uncertainties, aiming to reduce possible adverse effects on potentially vulnerable coastal settlements, coastal and marine infrastructures and natural ecosystems.
In the Black Sea, dangerous tsunami waves are a relatively rare phenomenon that cannot be forecast. Multidisciplinary studies focused on mapping and dating past events on the Black Sea coast, determining the causes, frequency of recurrence, and current prospects for tsunamis occurrence (risk) are not yet fully clarified or are in their infancy. Moreover, tsunami hazard along the Bulgarian coast is poorly understood and not considered in the National methodology for flood hazards and risk in the coastal zone. Numerical tsunami modelling performed in recent years for the region still needs to be improved. These events are relatively rare, few such cases have been documented, and validation data are scarce or missing.
This study provides a comprehensive inventory of tsunami sources from scientific publications, model studies of tsunami generated waves carried out during the recent years and an analysis of the results from recently established early warning systems in the Black Sea region. For the Bulgarian coastal zone, the results of studies of active faults with tsunamigenic potential in and around vulnerable coastal zones, available registrations at sea level during seismic events and some extreme meteorological events for the last century are summarized. A near-field and far-field tsunami sources that can generate tsunamis and affect the Bulgarian coastline are briefly reviewed. High-resolution data are needed for more credible tsunami numerical modelling for the western Black Sea region. Preliminary studies of the available datasets regarding Digital Elevation Model (DEM) and bathymetry for specific locations along the coastal zone are presented as well the needed accuracy and completeness of the data. Some consideration regarding the available and newly establish research infrastructure in the western Black Sea are also discussed.
Acknowledgements: The authors would like to thank the Bulgarian National Science Fund for co-funding the research under the Contract КП-СЕ-КОСТ/8, 25.09.2020, which is carried out within the framework of COST Action 18109 “Accelerating Global science In Tsunami HAzard and Risk analysis” (AGITHAR; https://www.agithar.uni-hamburg.de/).
How to cite: Pashova, L., Dimitrova, L., Oynakov, E., and Galabov, V.: Tsunami vulnerability along the western Bulgarian Black Sea coast - from the historical review towards multidisciplinary assessment approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6596, https://doi.org/10.5194/egusphere-egu21-6596, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Over the last two decades, in line with the global trend of expanding research into natural hazards and disaster risk reduction, the tsunami hazard and risk assessment along the coast of Europe has become a hot topic of research. In all its aspects, tsunami research includes the study of tsunami documentary evidence, historical data collection, field experiments, laboratory research, theoretical numerical and analytical modelling, and in-depth analysis of recent tsunami events. Tsunami modelling research methodologies and holistic approaches to risk assessment are continually being improved. Researches are directed to develop conventional standardised methods to analyse tsunami hazard and risk with associated uncertainties, aiming to reduce possible adverse effects on potentially vulnerable coastal settlements, coastal and marine infrastructures and natural ecosystems.
In the Black Sea, dangerous tsunami waves are a relatively rare phenomenon that cannot be forecast. Multidisciplinary studies focused on mapping and dating past events on the Black Sea coast, determining the causes, frequency of recurrence, and current prospects for tsunamis occurrence (risk) are not yet fully clarified or are in their infancy. Moreover, tsunami hazard along the Bulgarian coast is poorly understood and not considered in the National methodology for flood hazards and risk in the coastal zone. Numerical tsunami modelling performed in recent years for the region still needs to be improved. These events are relatively rare, few such cases have been documented, and validation data are scarce or missing.
This study provides a comprehensive inventory of tsunami sources from scientific publications, model studies of tsunami generated waves carried out during the recent years and an analysis of the results from recently established early warning systems in the Black Sea region. For the Bulgarian coastal zone, the results of studies of active faults with tsunamigenic potential in and around vulnerable coastal zones, available registrations at sea level during seismic events and some extreme meteorological events for the last century are summarized. A near-field and far-field tsunami sources that can generate tsunamis and affect the Bulgarian coastline are briefly reviewed. High-resolution data are needed for more credible tsunami numerical modelling for the western Black Sea region. Preliminary studies of the available datasets regarding Digital Elevation Model (DEM) and bathymetry for specific locations along the coastal zone are presented as well the needed accuracy and completeness of the data. Some consideration regarding the available and newly establish research infrastructure in the western Black Sea are also discussed.
Acknowledgements: The authors would like to thank the Bulgarian National Science Fund for co-funding the research under the Contract КП-СЕ-КОСТ/8, 25.09.2020, which is carried out within the framework of COST Action 18109 “Accelerating Global science In Tsunami HAzard and Risk analysis” (AGITHAR; https://www.agithar.uni-hamburg.de/).
How to cite: Pashova, L., Dimitrova, L., Oynakov, E., and Galabov, V.: Tsunami vulnerability along the western Bulgarian Black Sea coast - from the historical review towards multidisciplinary assessment approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6596, https://doi.org/10.5194/egusphere-egu21-6596, 2021.
EGU21-16064 | vPICO presentations | NH5.1
Tsunami risk perception in Central and Southern Italy, 2021Lorenzo Cugliari, Massimo Crescimbene, Andrea Cerase, Alessandro Amato, Loredana Cerbara, and Federica La Longa
The tsunami risk perception survey is promoted by the Tsunami Alert Centre of the National Institute of Geophysics and Volcanology, operating within the Italian System for Tsunami Alert (SiAM) with the Civil Protection Department and ISPRA, and acting as Tsunami Service Provider in the NEAMTWS.
Conducting studies on tsunami risk perception is important in order to obtain data on population’s knowledge and awareness, and understanding people’s perception of tsunami risk. These data are going to be added to those from two previous surveys on tsunami risk perception being issued in 2018 and 2020, to integrate the available knowledge on these issues and will provide publics, experts and policy makers with relevant tools to implement risk mitigation policies.
The third phase of the survey was completed in January 2021, administering a total of 4,207 questionnaires to the population living on the coastal areas of Sicily, Campania, Latium and Sardinia, in addition to the 1,635 interviewees considered in previous surveys.
The survey used a semi-structured questionnaire consisting of 27 items, with closed alternative questions, and four sets of Likert scale questions. The questionnaire was optimized for CATI administration, taking into account the need for conciseness and comprehensibility of the questions.
All the studied regions are located in the central Mediterranean basin (including central and southern Tyrrhenian Sea, Sardinian Sea, Sicily Channel), some of which are characterized by high tsunami hazard, and in some cases they have been affected by recorded tsunamis in a close or distant past. Some regions are located in areas where potential seismic tsunami sources are present, others surround waters where active volcanoes exist, both on islands (such as Stromboli, Vulcano) and below the sea (Marsili, Palinuro).
In addition, the four studied regions have a high risk exposure due to the high density of population living on, or visiting the coastal areas for tourism. In the areas where the questionnaire was administered, five highly populated regional capitals are located, including Palermo, Messina, Naples, Rome and Cagliari, together with other important towns (such as Catania, Siracusa, Trapani, Salerno, Olbia etc.). Moreover, the coastal shores involved in the survey, live of a significant tourist affluence in the summer period (and not only), with many tourist facilities and large hotels located along the coasts.
The survey's main aim is to analyze the perception of tsunami risk by the coastal population and to correlate levels of tsunami risk perception with scientific data from probabilistic tsunami hazard assessment (PTHA) for the considered coastal area. We will present some preliminary results of this last survey, with a comparison with the previous analyses on other regions in southern Italy.
How to cite: Cugliari, L., Crescimbene, M., Cerase, A., Amato, A., Cerbara, L., and La Longa, F.: Tsunami risk perception in Central and Southern Italy, 2021, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16064, https://doi.org/10.5194/egusphere-egu21-16064, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The tsunami risk perception survey is promoted by the Tsunami Alert Centre of the National Institute of Geophysics and Volcanology, operating within the Italian System for Tsunami Alert (SiAM) with the Civil Protection Department and ISPRA, and acting as Tsunami Service Provider in the NEAMTWS.
Conducting studies on tsunami risk perception is important in order to obtain data on population’s knowledge and awareness, and understanding people’s perception of tsunami risk. These data are going to be added to those from two previous surveys on tsunami risk perception being issued in 2018 and 2020, to integrate the available knowledge on these issues and will provide publics, experts and policy makers with relevant tools to implement risk mitigation policies.
The third phase of the survey was completed in January 2021, administering a total of 4,207 questionnaires to the population living on the coastal areas of Sicily, Campania, Latium and Sardinia, in addition to the 1,635 interviewees considered in previous surveys.
The survey used a semi-structured questionnaire consisting of 27 items, with closed alternative questions, and four sets of Likert scale questions. The questionnaire was optimized for CATI administration, taking into account the need for conciseness and comprehensibility of the questions.
All the studied regions are located in the central Mediterranean basin (including central and southern Tyrrhenian Sea, Sardinian Sea, Sicily Channel), some of which are characterized by high tsunami hazard, and in some cases they have been affected by recorded tsunamis in a close or distant past. Some regions are located in areas where potential seismic tsunami sources are present, others surround waters where active volcanoes exist, both on islands (such as Stromboli, Vulcano) and below the sea (Marsili, Palinuro).
In addition, the four studied regions have a high risk exposure due to the high density of population living on, or visiting the coastal areas for tourism. In the areas where the questionnaire was administered, five highly populated regional capitals are located, including Palermo, Messina, Naples, Rome and Cagliari, together with other important towns (such as Catania, Siracusa, Trapani, Salerno, Olbia etc.). Moreover, the coastal shores involved in the survey, live of a significant tourist affluence in the summer period (and not only), with many tourist facilities and large hotels located along the coasts.
The survey's main aim is to analyze the perception of tsunami risk by the coastal population and to correlate levels of tsunami risk perception with scientific data from probabilistic tsunami hazard assessment (PTHA) for the considered coastal area. We will present some preliminary results of this last survey, with a comparison with the previous analyses on other regions in southern Italy.
How to cite: Cugliari, L., Crescimbene, M., Cerase, A., Amato, A., Cerbara, L., and La Longa, F.: Tsunami risk perception in Central and Southern Italy, 2021, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16064, https://doi.org/10.5194/egusphere-egu21-16064, 2021.
EGU21-2854 | vPICO presentations | NH5.1
Numerical simulation of submarine landslide and generated tsunamis : Application to the Mayotte seismo-volcanic crisisPablo Poulain, Anne Le Friant, Rodrigo Pedreros, Anne Mangeney, Andrea Filippini, Anne Lemoine, Gilles Grandjean, Manuel J. Castro Díaz, and Enrique D. Fernández-Nieto
Since May 2018, Mayotte island has experienced an important seismic activity linked to the on-going sismo-volcanic crisis. The epicenters of the seismic swarms are located between 5 and 15 km east of Petite Terre for the main swarm, and 25 km east of Petite Terre for the secondary swarm. Although variations in the number of earthquakes and their distribution have been observed since the start of the eruption in early July 2018 [Lemoine A.(2020), Cesca et al.(2020)], a continuous seismicity persists and could generate several earthquakes of magnitudes close to M4 widely felt by the population. This recurrent seismicity could weaken the steep submarine slopes of Mayotte, as highlighted by the high resolution bathymetry data collected during the MAYOBS cruise in May 2019 (Feuillet et al.,submitted) and trigger submarine landslides with associated tsunamis.
To address the hazards associated with such events, we analyzed morphological data to define 8 scenarios of potential submarine slides with volumes ranging from 11,25.106 to 800.106 m3 and we simulate the landslide dynamics and generated waves. We use two complementary numerical models: (i) the code HYSEA to simulate the dynamic of the submarine granular flows and the water wave generation, and (ii) the Boussinesq FUNWAVE- TVD model simulate the waves propagation and the inundation on Mayotte. The effect of the time at which the models are coupled is investigated.
The most impacting submarine slide scenarios are located close to Petite Terre at a shallow depth. They can locally generate a sea surface elevation more than a meter in local areas especially at Petite Terre. The various simulations show that parts of the island are particularly sensitive to the risk of tsunamis. Indeed, some scenarios that does not cause significant coastal flooding still seems to cause significant hazards in these exposed areas. The barrier reef around Mayotte has a prominent role in controlling the wave propagation towards the island and therefore reducing the impact on land. It should be noted that the arrival of tsunamis on the coastline is not necessarily preceded by a retreat from the sea and the waves can reach the coasts of Mayotte very quicky (few minutes).
Cesca, S., Letort, J., Razafindrakoto, H.N.T. et al. Drainage of a deep magma reservoir near Mayotte inferred from seismicity and deformation. Nat. Geosci. 13, 87–93 (2020). https://doi.org/10.1038/s41561-019-0505-5
Feuillet, N, Jorry, S. J., Crawford, W, Deplus, C. Thinon, I, Jacques, E. Saurel, J.M., Lemoine, A., Paquet, F., Daniel, R., Gaillot, A., Satriano, C., Peltier, A., Aiken, C., Foix, O., Kowalski, P., Laurent, A., Beauducel, F., Grandin, R., Ballu, V., Bernard, P., Donval, J.P., Geli, L., Gomez, J. Guyader, V., Pelleau, P., Rinnert, E., Bertil, D., Lemarchand, A., Van der Woerd, J.et al. (in rev). Birth of a large volcano offshore Mayotte through lithosphere-scale rifting, Nature.
Anne Lemoine, Pierre Briole, Didier Bertil, Agathe Roullé, Michael Foumelis, Isabelle Thinon, Daniel Raucoules, Marcello de Michele, Pierre Valty, Roser Hoste Colomer, The 2018–2019 seismo-volcanic crisis east of Mayotte, Comoros islands: seismicity and ground deformation markers of an exceptional submarine eruption, Geophysical Journal International, Volume 223, Issue 1, October 2020, Pages 22–44, https://doi.org/10.1093/gji/ggaa273
How to cite: Poulain, P., Le Friant, A., Pedreros, R., Mangeney, A., Filippini, A., Lemoine, A., Grandjean, G., J. Castro Díaz, M., and D. Fernández-Nieto, E.: Numerical simulation of submarine landslide and generated tsunamis : Application to the Mayotte seismo-volcanic crisis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2854, https://doi.org/10.5194/egusphere-egu21-2854, 2021.
Since May 2018, Mayotte island has experienced an important seismic activity linked to the on-going sismo-volcanic crisis. The epicenters of the seismic swarms are located between 5 and 15 km east of Petite Terre for the main swarm, and 25 km east of Petite Terre for the secondary swarm. Although variations in the number of earthquakes and their distribution have been observed since the start of the eruption in early July 2018 [Lemoine A.(2020), Cesca et al.(2020)], a continuous seismicity persists and could generate several earthquakes of magnitudes close to M4 widely felt by the population. This recurrent seismicity could weaken the steep submarine slopes of Mayotte, as highlighted by the high resolution bathymetry data collected during the MAYOBS cruise in May 2019 (Feuillet et al.,submitted) and trigger submarine landslides with associated tsunamis.
To address the hazards associated with such events, we analyzed morphological data to define 8 scenarios of potential submarine slides with volumes ranging from 11,25.106 to 800.106 m3 and we simulate the landslide dynamics and generated waves. We use two complementary numerical models: (i) the code HYSEA to simulate the dynamic of the submarine granular flows and the water wave generation, and (ii) the Boussinesq FUNWAVE- TVD model simulate the waves propagation and the inundation on Mayotte. The effect of the time at which the models are coupled is investigated.
The most impacting submarine slide scenarios are located close to Petite Terre at a shallow depth. They can locally generate a sea surface elevation more than a meter in local areas especially at Petite Terre. The various simulations show that parts of the island are particularly sensitive to the risk of tsunamis. Indeed, some scenarios that does not cause significant coastal flooding still seems to cause significant hazards in these exposed areas. The barrier reef around Mayotte has a prominent role in controlling the wave propagation towards the island and therefore reducing the impact on land. It should be noted that the arrival of tsunamis on the coastline is not necessarily preceded by a retreat from the sea and the waves can reach the coasts of Mayotte very quicky (few minutes).
Cesca, S., Letort, J., Razafindrakoto, H.N.T. et al. Drainage of a deep magma reservoir near Mayotte inferred from seismicity and deformation. Nat. Geosci. 13, 87–93 (2020). https://doi.org/10.1038/s41561-019-0505-5
Feuillet, N, Jorry, S. J., Crawford, W, Deplus, C. Thinon, I, Jacques, E. Saurel, J.M., Lemoine, A., Paquet, F., Daniel, R., Gaillot, A., Satriano, C., Peltier, A., Aiken, C., Foix, O., Kowalski, P., Laurent, A., Beauducel, F., Grandin, R., Ballu, V., Bernard, P., Donval, J.P., Geli, L., Gomez, J. Guyader, V., Pelleau, P., Rinnert, E., Bertil, D., Lemarchand, A., Van der Woerd, J.et al. (in rev). Birth of a large volcano offshore Mayotte through lithosphere-scale rifting, Nature.
Anne Lemoine, Pierre Briole, Didier Bertil, Agathe Roullé, Michael Foumelis, Isabelle Thinon, Daniel Raucoules, Marcello de Michele, Pierre Valty, Roser Hoste Colomer, The 2018–2019 seismo-volcanic crisis east of Mayotte, Comoros islands: seismicity and ground deformation markers of an exceptional submarine eruption, Geophysical Journal International, Volume 223, Issue 1, October 2020, Pages 22–44, https://doi.org/10.1093/gji/ggaa273
How to cite: Poulain, P., Le Friant, A., Pedreros, R., Mangeney, A., Filippini, A., Lemoine, A., Grandjean, G., J. Castro Díaz, M., and D. Fernández-Nieto, E.: Numerical simulation of submarine landslide and generated tsunamis : Application to the Mayotte seismo-volcanic crisis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2854, https://doi.org/10.5194/egusphere-egu21-2854, 2021.
NH5.2 – Extreme events in sea waves: physical mechanisms and mathematical models
EGU21-1189 | vPICO presentations | NH5.2 | Highlight
Real-world rogue wave probabilitiesDion Häfner, Johannes Gemmrich, and Markus Jochum
Despite several strong hypotheses on how rogue waves can be generated in idealized conditions, the real-world causes of these waves are still largely unknown. We credit this to insufficient amounts of observational data and a missing robust probabilistic framework to analyze the available data.
We address these issues by processing over 1 billion wave measurements from offshore buoys and organizing them into a comprehensive catalogue. Through a robust, machine-learning driven analysis, we then identify several characteristic sea conditions that lead to significantly higher risks to encounter a rogue wave. This yields quantitative evidence on the relative importance of the underlying physical mechanisms.
Specifically, we find that by far the most important factor is crest-trough correlation, a parameter related to spectral bandwidth, with other parameters acting as minor corrections. This has profound implications on the nature of "everyday" rogue waves, and suggests a path towards a more reliable extreme wave forecast.
How to cite: Häfner, D., Gemmrich, J., and Jochum, M.: Real-world rogue wave probabilities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1189, https://doi.org/10.5194/egusphere-egu21-1189, 2021.
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Despite several strong hypotheses on how rogue waves can be generated in idealized conditions, the real-world causes of these waves are still largely unknown. We credit this to insufficient amounts of observational data and a missing robust probabilistic framework to analyze the available data.
We address these issues by processing over 1 billion wave measurements from offshore buoys and organizing them into a comprehensive catalogue. Through a robust, machine-learning driven analysis, we then identify several characteristic sea conditions that lead to significantly higher risks to encounter a rogue wave. This yields quantitative evidence on the relative importance of the underlying physical mechanisms.
Specifically, we find that by far the most important factor is crest-trough correlation, a parameter related to spectral bandwidth, with other parameters acting as minor corrections. This has profound implications on the nature of "everyday" rogue waves, and suggests a path towards a more reliable extreme wave forecast.
How to cite: Häfner, D., Gemmrich, J., and Jochum, M.: Real-world rogue wave probabilities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1189, https://doi.org/10.5194/egusphere-egu21-1189, 2021.
EGU21-15017 | vPICO presentations | NH5.2
Numerical analysis of extreme waves in the North-Western Mediterranean areaAlessio Innocenti and Carlo Brandini
Extreme sea waves have a great impact on the safety of navigation and coastal areas, however their prediction in operational forecasts is difficult and is generally based on spectral indices. Numerical simulations of the free surface Euler equations can be of notable help in the understanding of the statistical properties of a given sea state, and therefore to establish also the probability of extreme or rare events. In this study we performed phase-resolved simulations of wave spectra obtained from a WaveWatch III hindcast, using a Higher Order Spectral Method. We analyzed a number of sea-states occurred in a precise area of the Mediterranean sea, near the location of a reported accident, with the objective of relating the probability of extreme events with different sea state conditions. Namely, we produced statistics of the wave field, calculating crest distributions and the probability of extreme events from the analysis of long time-series of the surface elevation. The results show a good matching between the distributions of the numerically simulated field and theory, namely Tayfun second- and third- order ones, while the Rayleigh distribution gives a significant underestimate.
We looked for several kind of correlations between spectral quantities like angular spreading and wave steepness and the probability of occurrence of extreme events, finding an enhanced probability for high mean steepness seas and narrow spectra. It is also evident how the case study of the reported accident was not amongst the most dangerous sea states. Relating the skewness and kurtosis of the surface elevation to the wave steepness helped us to understand the discrepancy between theoretical and numerical distributions.
How to cite: Innocenti, A. and Brandini, C.: Numerical analysis of extreme waves in the North-Western Mediterranean area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15017, https://doi.org/10.5194/egusphere-egu21-15017, 2021.
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Extreme sea waves have a great impact on the safety of navigation and coastal areas, however their prediction in operational forecasts is difficult and is generally based on spectral indices. Numerical simulations of the free surface Euler equations can be of notable help in the understanding of the statistical properties of a given sea state, and therefore to establish also the probability of extreme or rare events. In this study we performed phase-resolved simulations of wave spectra obtained from a WaveWatch III hindcast, using a Higher Order Spectral Method. We analyzed a number of sea-states occurred in a precise area of the Mediterranean sea, near the location of a reported accident, with the objective of relating the probability of extreme events with different sea state conditions. Namely, we produced statistics of the wave field, calculating crest distributions and the probability of extreme events from the analysis of long time-series of the surface elevation. The results show a good matching between the distributions of the numerically simulated field and theory, namely Tayfun second- and third- order ones, while the Rayleigh distribution gives a significant underestimate.
We looked for several kind of correlations between spectral quantities like angular spreading and wave steepness and the probability of occurrence of extreme events, finding an enhanced probability for high mean steepness seas and narrow spectra. It is also evident how the case study of the reported accident was not amongst the most dangerous sea states. Relating the skewness and kurtosis of the surface elevation to the wave steepness helped us to understand the discrepancy between theoretical and numerical distributions.
How to cite: Innocenti, A. and Brandini, C.: Numerical analysis of extreme waves in the North-Western Mediterranean area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15017, https://doi.org/10.5194/egusphere-egu21-15017, 2021.
EGU21-10908 | vPICO presentations | NH5.2
Source identification of Middle Age extreme event deposits in the Lesser Antilles using forward numerical modeling of tsunamiLouise Cordrie, Audrey Gailler, and Nathalie Feuillet
The arc of the Lesser Antilles is one of the most quiet subduction zone in the world. In this region, the convergence of the Atlantic and the Caribbean plates is low (few mm/year) and most of the seismicity is an intraplate and crustal seismicity. Among the Mw>7 earthquakes recorded in the historical catalog (1690 near Barbuda, 1843 near Guadeloupe, 1867 near the Virgin Islands, 1839 offshore Martinica, 1969 offshore Dominica, 1974 near Antigua), only the 1839 and 1843 events are suspected to be interplate earthquakes. The 1867 Virgin Island earthquake generated an important tsunami with waves of 10m that devastated the closest islands. A tsunami followed the 1843 earthquake but without much damage. These two events are the only known damaging tsunami in this region, but another older one might be added to the list. Indeed, an increasing number of tsunami deposits have been identified in the recent years on several islands of the arc, all of them being around 500 years old (~1450 AD). These deposits are all located in the northern segment of the arc, between Antigua and Puerto-Rico, in Anegada, St-Thomas (Virgin Islands), Anguilla and Scrub islands. There is unfortunately no record and no testimonies of an extreme event at that time.
The northern segment of the arc is particularly complex because located at the transition between the Greater Antilles and the Lesser Antilles. It is crossed by the Anegada Passage, a series of faults and basins cutting through the arc, which defines the limit between the Puerto-Rico micro-plate and the Caribbean plate. This passage and the numerous intra-arc fault systems present between the islands are active and likely compensate for the plates motion. The very low slip deficit detected with GPS measurements at the subduction contacts of Puerto-Rico and the Lesser Antilles indicates that the interface from Guadeloupe to Puerto-Rico can be considered as totally uncoupled or holding the characteristics of a very long seismic cycle. A tsunami generated by an extreme event 500 years ago in this region could be related to intra-arc, outer-rise, intraplate or interface fault rupture. The identification of the source would enable a better understanding of the seismic cycle and the dynamic of this part of the arc.
This study lists and set models of all the potential faults that could trigger an earthquake in the area encompassing the three islands : Anguilla, Anegada and StThomas. We have created high-resolution bathymetric grids and performed tsunami simulations for each fault model. We uses run-up models to compare the simulated wave heights and run-up distance to all the deposits heights and positions. The magnitudes of our fault models range between 7 and 9, but very few of them generate a strong enough tsunami to match the observed deposits.
How to cite: Cordrie, L., Gailler, A., and Feuillet, N.: Source identification of Middle Age extreme event deposits in the Lesser Antilles using forward numerical modeling of tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10908, https://doi.org/10.5194/egusphere-egu21-10908, 2021.
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The arc of the Lesser Antilles is one of the most quiet subduction zone in the world. In this region, the convergence of the Atlantic and the Caribbean plates is low (few mm/year) and most of the seismicity is an intraplate and crustal seismicity. Among the Mw>7 earthquakes recorded in the historical catalog (1690 near Barbuda, 1843 near Guadeloupe, 1867 near the Virgin Islands, 1839 offshore Martinica, 1969 offshore Dominica, 1974 near Antigua), only the 1839 and 1843 events are suspected to be interplate earthquakes. The 1867 Virgin Island earthquake generated an important tsunami with waves of 10m that devastated the closest islands. A tsunami followed the 1843 earthquake but without much damage. These two events are the only known damaging tsunami in this region, but another older one might be added to the list. Indeed, an increasing number of tsunami deposits have been identified in the recent years on several islands of the arc, all of them being around 500 years old (~1450 AD). These deposits are all located in the northern segment of the arc, between Antigua and Puerto-Rico, in Anegada, St-Thomas (Virgin Islands), Anguilla and Scrub islands. There is unfortunately no record and no testimonies of an extreme event at that time.
The northern segment of the arc is particularly complex because located at the transition between the Greater Antilles and the Lesser Antilles. It is crossed by the Anegada Passage, a series of faults and basins cutting through the arc, which defines the limit between the Puerto-Rico micro-plate and the Caribbean plate. This passage and the numerous intra-arc fault systems present between the islands are active and likely compensate for the plates motion. The very low slip deficit detected with GPS measurements at the subduction contacts of Puerto-Rico and the Lesser Antilles indicates that the interface from Guadeloupe to Puerto-Rico can be considered as totally uncoupled or holding the characteristics of a very long seismic cycle. A tsunami generated by an extreme event 500 years ago in this region could be related to intra-arc, outer-rise, intraplate or interface fault rupture. The identification of the source would enable a better understanding of the seismic cycle and the dynamic of this part of the arc.
This study lists and set models of all the potential faults that could trigger an earthquake in the area encompassing the three islands : Anguilla, Anegada and StThomas. We have created high-resolution bathymetric grids and performed tsunami simulations for each fault model. We uses run-up models to compare the simulated wave heights and run-up distance to all the deposits heights and positions. The magnitudes of our fault models range between 7 and 9, but very few of them generate a strong enough tsunami to match the observed deposits.
How to cite: Cordrie, L., Gailler, A., and Feuillet, N.: Source identification of Middle Age extreme event deposits in the Lesser Antilles using forward numerical modeling of tsunami, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10908, https://doi.org/10.5194/egusphere-egu21-10908, 2021.
EGU21-3961 | vPICO presentations | NH5.2 | Highlight
On the physical constraints for the exceeding probability of deep water rogue wavesSaulo Mendes, Alberto Scotti, and Paul Stansell
(manuscript accepted into Applied Ocean Research https://www.researchgate.net/publication/344786014)
Abstract
Nearly four decades have elapsed since the first efforts to obtain a realistic narrow-banded model for extreme wave crests and heights were made, resulting in a couple of dozen different exceeding probability distributions. These models reflect results of numerical simulations and storm records measured from oil platforms, buoys, and more recently, satellite data. Nevertheless, no consensus has been achieved in either deterministic or operational approaches. Typically, distributions found in the literature analyze a very large set of waves with large variations in sea-state parameters while neglecting homogeneous smaller samples, such that we lack a suitable definition for the sample size and homogeneity of sea variables, also known as sampling variability (Bitner-Gregersen et al., 2020). Naturally, a possible consequence of such sample size inconsistency is the apparent disagreement between several studies regarding the prediction of rogue wave occurrence, as some studies can report less rogue wave heights while others report more rogue waves or the same statistics predicted by Longuet-Higgins (1952), sometimes a combination of the three in the very same study (Stansell, 2004; Cherneva et al., 2005). In this direction, we have obtained a dimensionless parameter capable of measuring how large the deviations in sea state variables can be so that accuracy in wave statistics is preserved. In particular, we have defined which samples are too heterogeneous to create an accurate description of the uneven distribution of rogue wave likelihood among different storms (Stansell, 2004). Though the literature is rich in physical bounds for single waves, here we describe empirical physical limits for the ensemble of waves (such as the significant steepness) devised to bound these variables within established and prospective wave distributions. Furthermore, this work supplies a combination of sea state parameters that provide guidance on the influence of sea states influence on rogue wave occurrence. Based on these empirical limits, we conjecture a mathematical model for the dependence of the expected maximum of normalized wave heights and crests on the sea state parameters, thus explaining the uneven distribution of rogue wave likelihood among different storms collected by infrared laser altimeters of the North Alwyn oil platform discussed in Stansell (2004). Finally, we demonstrate that for heights and crests beyond 90% of their thresholds (H>2H1/3 for heights), the exceeding probability becomes stratified, i.e. they resemble layers of probability curves according to each sea state, suggesting the existence of a dynamical definition for rogue waves rather than purely statistical.
References
Bitner-Gregersen, E. M., Gramstad, O., Magnusson, A., Malila, M., 2020. Challenges in description of nonlinear waves due to sampling variability. J. Mar. Sci. Eng. 8, 279.
Longuet-Higgins, M., 1952. On the statistical distribution of the heights of sea waves. Journal of Marine Research 11, 245–265.
Stansell, P., 2004. Distribution of freak wave heights measured in the north sea. Appl. Ocean Res. 26, 35–48.
Cherneva, Z., Petrova, P., Andreeva, N., Guedes Soares, C., 2005. Probability distributions of peaks, troughs and heights of wind waves measured in the black sea coastal zone. Coastal Engineering 52, 599–615.
How to cite: Mendes, S., Scotti, A., and Stansell, P.: On the physical constraints for the exceeding probability of deep water rogue waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3961, https://doi.org/10.5194/egusphere-egu21-3961, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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(manuscript accepted into Applied Ocean Research https://www.researchgate.net/publication/344786014)
Abstract
Nearly four decades have elapsed since the first efforts to obtain a realistic narrow-banded model for extreme wave crests and heights were made, resulting in a couple of dozen different exceeding probability distributions. These models reflect results of numerical simulations and storm records measured from oil platforms, buoys, and more recently, satellite data. Nevertheless, no consensus has been achieved in either deterministic or operational approaches. Typically, distributions found in the literature analyze a very large set of waves with large variations in sea-state parameters while neglecting homogeneous smaller samples, such that we lack a suitable definition for the sample size and homogeneity of sea variables, also known as sampling variability (Bitner-Gregersen et al., 2020). Naturally, a possible consequence of such sample size inconsistency is the apparent disagreement between several studies regarding the prediction of rogue wave occurrence, as some studies can report less rogue wave heights while others report more rogue waves or the same statistics predicted by Longuet-Higgins (1952), sometimes a combination of the three in the very same study (Stansell, 2004; Cherneva et al., 2005). In this direction, we have obtained a dimensionless parameter capable of measuring how large the deviations in sea state variables can be so that accuracy in wave statistics is preserved. In particular, we have defined which samples are too heterogeneous to create an accurate description of the uneven distribution of rogue wave likelihood among different storms (Stansell, 2004). Though the literature is rich in physical bounds for single waves, here we describe empirical physical limits for the ensemble of waves (such as the significant steepness) devised to bound these variables within established and prospective wave distributions. Furthermore, this work supplies a combination of sea state parameters that provide guidance on the influence of sea states influence on rogue wave occurrence. Based on these empirical limits, we conjecture a mathematical model for the dependence of the expected maximum of normalized wave heights and crests on the sea state parameters, thus explaining the uneven distribution of rogue wave likelihood among different storms collected by infrared laser altimeters of the North Alwyn oil platform discussed in Stansell (2004). Finally, we demonstrate that for heights and crests beyond 90% of their thresholds (H>2H1/3 for heights), the exceeding probability becomes stratified, i.e. they resemble layers of probability curves according to each sea state, suggesting the existence of a dynamical definition for rogue waves rather than purely statistical.
References
Bitner-Gregersen, E. M., Gramstad, O., Magnusson, A., Malila, M., 2020. Challenges in description of nonlinear waves due to sampling variability. J. Mar. Sci. Eng. 8, 279.
Longuet-Higgins, M., 1952. On the statistical distribution of the heights of sea waves. Journal of Marine Research 11, 245–265.
Stansell, P., 2004. Distribution of freak wave heights measured in the north sea. Appl. Ocean Res. 26, 35–48.
Cherneva, Z., Petrova, P., Andreeva, N., Guedes Soares, C., 2005. Probability distributions of peaks, troughs and heights of wind waves measured in the black sea coastal zone. Coastal Engineering 52, 599–615.
How to cite: Mendes, S., Scotti, A., and Stansell, P.: On the physical constraints for the exceeding probability of deep water rogue waves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3961, https://doi.org/10.5194/egusphere-egu21-3961, 2021.
EGU21-7960 | vPICO presentations | NH5.2
Various experimental wave statistics emerging from a single energy spectrumMaxime Canard, Guillaume Ducrozet, and Benjamin Bouscasse
As it strongly impacts the design of offshore structures, the accurate control of experimental wave fields is of great interest for the ocean engineering community. A significant majority of sea keeping tests are based on the stochastic approach. Long duration runs of irregular design sea states are generated at model scale in numerical or experimental wavetanks. The run duration is carefully chosen to observe the emergence of extreme events. The quality of the wavefield at the domain area of interest is assessed thanks to i) the wave energy spectrum and ii) the crest height distribution. The accurate reproduction of those two quantities stands a difficult process. Numerous complex phenomena such as wave breaking or Benjamin Feir (modulational) instabilities strongly impact the wave field. The shapes of i) the wave spectrum and ii) the tail of crest height distributions significantly evolve along the tank depending i) the wave steepness, ii) the spectral width, iii) the water depth and iv) the directional spreading (for directional sea states) [1, 2, 3].
The vast majority of the work in this area has focused on reproducing realistic wave energy spectra at the location of interest, assuming the indirect control of wave statistics. The present study intends to question such a characterization of a sea state. We address the problem within the framework of long crested irregular deep water waves generated in an experimental wave tank. In this respect, using the Ecole Centrale de Nantes (ECN) towing tank (140m*5m*3m), a narrow banded sea state has been generated at several locations of a long domain. The shape of the spectrum is accurately controlled thanks to a procedure based on wavemaker motion iterative correction [4]. For such nonlinear wave conditions the statistics along the wave propagation in the tank are known to be enhanced by significant spatial dynamics [1, 3]. As a result, configurations characterized by strictly identical wave spectra lead to the emergence of strongly different crest distributions. The data yielded by the study provide convincing evidence that the characterization of the wave field using the sole energy spectrum is insufficient. Particular attention must be given to the spatial dynamics of the wave field in order to control the wave statistics.
[1] Janssen, P. A. (2003). Nonlinear four-wave interactions and freak waves. Journal of Physical Oceanography, 33(4), 863-884.
[2] Shemer, L., Sergeeva, A., & Liberzon, D. (2010). Effect of the initial spectrum on the spatial evolution of statistics of unidirectional nonlinear random waves. Journal of Geophysical Research: Oceans, 115(C12).
[3] Onorato, M., Cavaleri, L., Fouques, S., Gramstad, O., Janssen, P. A., Monbaliu, J., ... & Trulsen, K. (2009). Statistical properties of mechanically generated surface gravity waves: a laboratory experiment in a three-dimensional wave basin.
[4] Canard, M., Ducrozet, G., & Bouscasse, B. (2020, August). Generation of 3-hr Long-Crested Waves of Extreme Sea States With HOS-NWT Solver. In International Conference on Offshore Mechanics and Arctic Engineering (Vol. 84386, p. V06BT06A064). American Society of Mechanical Engineers.
How to cite: Canard, M., Ducrozet, G., and Bouscasse, B.: Various experimental wave statistics emerging from a single energy spectrum, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7960, https://doi.org/10.5194/egusphere-egu21-7960, 2021.
As it strongly impacts the design of offshore structures, the accurate control of experimental wave fields is of great interest for the ocean engineering community. A significant majority of sea keeping tests are based on the stochastic approach. Long duration runs of irregular design sea states are generated at model scale in numerical or experimental wavetanks. The run duration is carefully chosen to observe the emergence of extreme events. The quality of the wavefield at the domain area of interest is assessed thanks to i) the wave energy spectrum and ii) the crest height distribution. The accurate reproduction of those two quantities stands a difficult process. Numerous complex phenomena such as wave breaking or Benjamin Feir (modulational) instabilities strongly impact the wave field. The shapes of i) the wave spectrum and ii) the tail of crest height distributions significantly evolve along the tank depending i) the wave steepness, ii) the spectral width, iii) the water depth and iv) the directional spreading (for directional sea states) [1, 2, 3].
The vast majority of the work in this area has focused on reproducing realistic wave energy spectra at the location of interest, assuming the indirect control of wave statistics. The present study intends to question such a characterization of a sea state. We address the problem within the framework of long crested irregular deep water waves generated in an experimental wave tank. In this respect, using the Ecole Centrale de Nantes (ECN) towing tank (140m*5m*3m), a narrow banded sea state has been generated at several locations of a long domain. The shape of the spectrum is accurately controlled thanks to a procedure based on wavemaker motion iterative correction [4]. For such nonlinear wave conditions the statistics along the wave propagation in the tank are known to be enhanced by significant spatial dynamics [1, 3]. As a result, configurations characterized by strictly identical wave spectra lead to the emergence of strongly different crest distributions. The data yielded by the study provide convincing evidence that the characterization of the wave field using the sole energy spectrum is insufficient. Particular attention must be given to the spatial dynamics of the wave field in order to control the wave statistics.
[1] Janssen, P. A. (2003). Nonlinear four-wave interactions and freak waves. Journal of Physical Oceanography, 33(4), 863-884.
[2] Shemer, L., Sergeeva, A., & Liberzon, D. (2010). Effect of the initial spectrum on the spatial evolution of statistics of unidirectional nonlinear random waves. Journal of Geophysical Research: Oceans, 115(C12).
[3] Onorato, M., Cavaleri, L., Fouques, S., Gramstad, O., Janssen, P. A., Monbaliu, J., ... & Trulsen, K. (2009). Statistical properties of mechanically generated surface gravity waves: a laboratory experiment in a three-dimensional wave basin.
[4] Canard, M., Ducrozet, G., & Bouscasse, B. (2020, August). Generation of 3-hr Long-Crested Waves of Extreme Sea States With HOS-NWT Solver. In International Conference on Offshore Mechanics and Arctic Engineering (Vol. 84386, p. V06BT06A064). American Society of Mechanical Engineers.
How to cite: Canard, M., Ducrozet, G., and Bouscasse, B.: Various experimental wave statistics emerging from a single energy spectrum, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7960, https://doi.org/10.5194/egusphere-egu21-7960, 2021.
EGU21-1768 | vPICO presentations | NH5.2
Long-living coherent patterns in the fields of irregular waves in deep waterAlexey Slunyaev and Anna Kokorina
Long-living coherent wave patterns embedded into the irregular wave fields are studied using the data of extensive numerical simulations of the Euler equations in deep water. The distributions of the rogue wave lifetimes according to the numerical simulations of JONSWAP waves with narrow and broad angle spectra are discussed. The observation of a wave group persisting for more than 200 periods in the direct numerical simulation of nonlinear unidirectional irregular water waves is discussed. Through solution of the associated scattering problem for the nonlinear Schrodinger equation, the persisting group is identified as the intense envelope soliton with remarkably stable parameters. Most of extreme waves occur on top of this group, resulting in higher and longer rogue wave events. It is shown that the persisting wave structure survives under the conditions of directional waves with moderate spread of directions. The survivability of coherent wave patterns is expected to further increase when the waves are guided by currents or the topography.
The research is supported by the RSF grant No. 19-12-00253; the study of trapped waves is performed for the RFBR grant No. 21-55-15008.
How to cite: Slunyaev, A. and Kokorina, A.: Long-living coherent patterns in the fields of irregular waves in deep water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1768, https://doi.org/10.5194/egusphere-egu21-1768, 2021.
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Long-living coherent wave patterns embedded into the irregular wave fields are studied using the data of extensive numerical simulations of the Euler equations in deep water. The distributions of the rogue wave lifetimes according to the numerical simulations of JONSWAP waves with narrow and broad angle spectra are discussed. The observation of a wave group persisting for more than 200 periods in the direct numerical simulation of nonlinear unidirectional irregular water waves is discussed. Through solution of the associated scattering problem for the nonlinear Schrodinger equation, the persisting group is identified as the intense envelope soliton with remarkably stable parameters. Most of extreme waves occur on top of this group, resulting in higher and longer rogue wave events. It is shown that the persisting wave structure survives under the conditions of directional waves with moderate spread of directions. The survivability of coherent wave patterns is expected to further increase when the waves are guided by currents or the topography.
The research is supported by the RSF grant No. 19-12-00253; the study of trapped waves is performed for the RFBR grant No. 21-55-15008.
How to cite: Slunyaev, A. and Kokorina, A.: Long-living coherent patterns in the fields of irregular waves in deep water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1768, https://doi.org/10.5194/egusphere-egu21-1768, 2021.
EGU21-9833 | vPICO presentations | NH5.2
Bound Coherent Structures Propagating on the Free Surface of Deep WaterSergey Dremov, Dmitry Kachulin, and Alexander Dyachenko
The work presents the results of studying the bound coherent structures propagating on the free surface of ideal incompressible fluid of infinite depth. Examples of such structures are bi-solitons which are exact solutions of the known approximate model for deep water waves — the nonlinear Schrödinger equation (NLSE). Recently, when studying multiple breathers collisions, the occurrence of such objects was found in a more accurate model of the supercompact equation for unidirectional water waves [1]. The aim of this work is obtaining and further studying such structures with different parameters in the supercompact equation and in the full system of nonlinear equations for potential flows of an ideal incompressible fluid written in conformal variables. The algorithm used for finding the bound coherent objects was similar to the one described in [2]. As the initial conditions for obtaining such structures in the framework of the above models, the NLSE bi-soliton solutions were used, as well as two single breathers numerically found by the Petviashvili method and placed in a same point of the computational domain. During the evolution calculation the initial structures emitted incoherent waves which were filtered at the boundaries of the domain using the damping procedure. It is shown that after switching off the filtering of radiation, periodically oscillating coherent objects remain on the surface of the liquid, propagate stably during one hundred thousand characteristic wave periods and do not lose energy. The profiles of such structures at different parameters are compared.
This work was supported by RSF grant 19-72-30028 and RFBR grant 20-31-90093.
[1] Kachulin D., Dyachenko A., Dremov S. Multiple Soliton Interactions on the Surface of Deep Water //Fluids. – 2020. – Т. 5. – №. 2. – С. 65.
[2] Dyachenko A. I., Zakharov V. E. On the formation of freak waves on the surface of deep water //JETP letters. – 2008. – Т. 88. – №. 5. – С. 307.
How to cite: Dremov, S., Kachulin, D., and Dyachenko, A.: Bound Coherent Structures Propagating on the Free Surface of Deep Water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9833, https://doi.org/10.5194/egusphere-egu21-9833, 2021.
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The work presents the results of studying the bound coherent structures propagating on the free surface of ideal incompressible fluid of infinite depth. Examples of such structures are bi-solitons which are exact solutions of the known approximate model for deep water waves — the nonlinear Schrödinger equation (NLSE). Recently, when studying multiple breathers collisions, the occurrence of such objects was found in a more accurate model of the supercompact equation for unidirectional water waves [1]. The aim of this work is obtaining and further studying such structures with different parameters in the supercompact equation and in the full system of nonlinear equations for potential flows of an ideal incompressible fluid written in conformal variables. The algorithm used for finding the bound coherent objects was similar to the one described in [2]. As the initial conditions for obtaining such structures in the framework of the above models, the NLSE bi-soliton solutions were used, as well as two single breathers numerically found by the Petviashvili method and placed in a same point of the computational domain. During the evolution calculation the initial structures emitted incoherent waves which were filtered at the boundaries of the domain using the damping procedure. It is shown that after switching off the filtering of radiation, periodically oscillating coherent objects remain on the surface of the liquid, propagate stably during one hundred thousand characteristic wave periods and do not lose energy. The profiles of such structures at different parameters are compared.
This work was supported by RSF grant 19-72-30028 and RFBR grant 20-31-90093.
[1] Kachulin D., Dyachenko A., Dremov S. Multiple Soliton Interactions on the Surface of Deep Water //Fluids. – 2020. – Т. 5. – №. 2. – С. 65.
[2] Dyachenko A. I., Zakharov V. E. On the formation of freak waves on the surface of deep water //JETP letters. – 2008. – Т. 88. – №. 5. – С. 307.
How to cite: Dremov, S., Kachulin, D., and Dyachenko, A.: Bound Coherent Structures Propagating on the Free Surface of Deep Water, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9833, https://doi.org/10.5194/egusphere-egu21-9833, 2021.
EGU21-4470 | vPICO presentations | NH5.2 | Highlight
Extreme wave run-up on steep rock coastsHenrik Kalisch, Maria Bjørnestad, Volker Roeber, and Francesco Lagona
Some rock coasts around the world feature very steep slopes immediately adjacent to the shore. If surface waves propagate on such a steep bottom slope, they experience only slight amplification until very close to shore. In this situation, unexpectedly large wave events may occur near the shore. We combine insight from solutions of a simplified mathematical model with statistical analysis and with observations at the Norwegian coast to conclude that even under moderate wave conditions, very large run-up can occur at the shore.
M. Bjørnestad and H. Kalisch, “Extreme wave runup on a steep coastal profile,” AIP Advances 10, 105205 (2020)
How to cite: Kalisch, H., Bjørnestad, M., Roeber, V., and Lagona, F.: Extreme wave run-up on steep rock coasts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4470, https://doi.org/10.5194/egusphere-egu21-4470, 2021.
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Some rock coasts around the world feature very steep slopes immediately adjacent to the shore. If surface waves propagate on such a steep bottom slope, they experience only slight amplification until very close to shore. In this situation, unexpectedly large wave events may occur near the shore. We combine insight from solutions of a simplified mathematical model with statistical analysis and with observations at the Norwegian coast to conclude that even under moderate wave conditions, very large run-up can occur at the shore.
M. Bjørnestad and H. Kalisch, “Extreme wave runup on a steep coastal profile,” AIP Advances 10, 105205 (2020)
How to cite: Kalisch, H., Bjørnestad, M., Roeber, V., and Lagona, F.: Extreme wave run-up on steep rock coasts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4470, https://doi.org/10.5194/egusphere-egu21-4470, 2021.
EGU21-15493 | vPICO presentations | NH5.2
Experiments and simulations on extreme waves near reflective beachesAmin Chabchoub, Yuchen He, Ana Vila-Concejo, and Alexander Babanin
Extreme waves events, also referred to as rogue waves, are known to appear in deep-water conditions as well as nearshore zones. The formation of large-amplitude waves in offshore areas has been well-documented and intensively studied in the last decades. On the other hand, wave processes near the coastlines are known to be dominated by wave reflections, which have a significant influence on the incident waves. This experimental study aims to improve understanding of rogue wave formation mechanisms and statistics when waves reflections are at play. To tackle this, several JONSWAP wave trains have been generated in a water wave flume wave while varying the artificial beach inclination to allow several wave reflection conditions. The data collected near the beach confirms an increased formation of extreme waves and attests the decrease of kurtosis with the increase of the beach inclination. Numerical simulations, based on weakly nonlinear wave evolution models, show a very good agreement with the laboratory experiments.
How to cite: Chabchoub, A., He, Y., Vila-Concejo, A., and Babanin, A.: Experiments and simulations on extreme waves near reflective beaches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15493, https://doi.org/10.5194/egusphere-egu21-15493, 2021.
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Extreme waves events, also referred to as rogue waves, are known to appear in deep-water conditions as well as nearshore zones. The formation of large-amplitude waves in offshore areas has been well-documented and intensively studied in the last decades. On the other hand, wave processes near the coastlines are known to be dominated by wave reflections, which have a significant influence on the incident waves. This experimental study aims to improve understanding of rogue wave formation mechanisms and statistics when waves reflections are at play. To tackle this, several JONSWAP wave trains have been generated in a water wave flume wave while varying the artificial beach inclination to allow several wave reflection conditions. The data collected near the beach confirms an increased formation of extreme waves and attests the decrease of kurtosis with the increase of the beach inclination. Numerical simulations, based on weakly nonlinear wave evolution models, show a very good agreement with the laboratory experiments.
How to cite: Chabchoub, A., He, Y., Vila-Concejo, A., and Babanin, A.: Experiments and simulations on extreme waves near reflective beaches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15493, https://doi.org/10.5194/egusphere-egu21-15493, 2021.
EGU21-10645 | vPICO presentations | NH5.2
Why rogue waves occur atop abrupt depth transitionsTon van den Bremer, Yan Li, Samuel Draycott, Yaokun Zheng, Zhiliang Lin, and Thomas Adcock
Abrupt depth transitions have recently been identified as potential causes of `rogue' or extreme ocean waves. When stationary and (close-to) normally distributed waves travel into shallower water over an abrupt depth transition, distinct spatially localized peaks in the probability of extreme waves occur. These peaks have been predicted numerically, observed experimentally, but not explained theoretically. Providing this theoretical explanation using a leading-order-physics-based statistical model, we show the peaks arise from the interaction between linear free and second-order bound waves, also present in the absence of the abrupt depth transition, and new second-order free waves generated due to the abrupt depth transition.
How to cite: van den Bremer, T., Li, Y., Draycott, S., Zheng, Y., Lin, Z., and Adcock, T.: Why rogue waves occur atop abrupt depth transitions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10645, https://doi.org/10.5194/egusphere-egu21-10645, 2021.
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Abrupt depth transitions have recently been identified as potential causes of `rogue' or extreme ocean waves. When stationary and (close-to) normally distributed waves travel into shallower water over an abrupt depth transition, distinct spatially localized peaks in the probability of extreme waves occur. These peaks have been predicted numerically, observed experimentally, but not explained theoretically. Providing this theoretical explanation using a leading-order-physics-based statistical model, we show the peaks arise from the interaction between linear free and second-order bound waves, also present in the absence of the abrupt depth transition, and new second-order free waves generated due to the abrupt depth transition.
How to cite: van den Bremer, T., Li, Y., Draycott, S., Zheng, Y., Lin, Z., and Adcock, T.: Why rogue waves occur atop abrupt depth transitions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10645, https://doi.org/10.5194/egusphere-egu21-10645, 2021.
EGU21-9261 | vPICO presentations | NH5.2
Extreme wave statistics of random waves propagating over a 3D varying bathymetryChristopher Lawrence, Karsten Trulsen, and Odin Gramstad
Non-uniform bathymetry may modify the wave statistics for both surface elevation and velocity field.
Laboratory evidence reported by Trulsen et al. (2012) shows that for a relatively long unidirectional
waves propagating over a sloping bottom, from deep to shallower water, there can be a local maximum
of kurtosis and skewness in surface elevation near the edge of the shallower side of the slope. Recent
laboratory experiments of long-crested irregular waves propagating over a shoal by Trulsen et al. (2020)
reported that the kurtosis of horizontal velocity field have different behaviour from the kurtosis of surface
elevation where the local maximum of kurtosis in surface elevation and horizontal velocity occur at
different location.
In present work, we utilize numerical simulation to study the evolution of skewness and kurtosis for
irregular waves propagating over a three-dimensional varying bathymetry. Numerical simulations are
based on High Order Spectral Method (HOSM) for variable depth as described in Gouin et al. (2017)
for wave evolution and Variational Boussinesq model (VBM) as described in Lawrence et al. (2021) for
velocity field calculation.
References
GOUIN, M., DUCROZET, G. & FERRANT, P. 2017 Propagation of 3D nonlinear waves over an elliptical
mound with a High-Order Spectral method. Eur. J. Mech. B Fluids 63, 9–24.
LAWRENCE, C., GRAMSTAD, O. & TRULSEN, K. 2021 Variational Boussinesq model for kinematics
calculation of surface gravity waves over bathymetry. Wave Motion 100, 102665.
TRULSEN, K., RAUSTØL, A., JORDE, S. & RYE, L. 2020 Extreme wave statistics of long-crested
irregular waves over a shoal. J. Fluid Mech. 882, R2.
TRULSEN, K., ZENG, H. & GRAMSTAD, O. 2012 Laboratory evidence of freak waves provoked by
non-uniform bathymetry. Phys. Fluids 24, 097101.
How to cite: Lawrence, C., Trulsen, K., and Gramstad, O.: Extreme wave statistics of random waves propagating over a 3D varying bathymetry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9261, https://doi.org/10.5194/egusphere-egu21-9261, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Non-uniform bathymetry may modify the wave statistics for both surface elevation and velocity field.
Laboratory evidence reported by Trulsen et al. (2012) shows that for a relatively long unidirectional
waves propagating over a sloping bottom, from deep to shallower water, there can be a local maximum
of kurtosis and skewness in surface elevation near the edge of the shallower side of the slope. Recent
laboratory experiments of long-crested irregular waves propagating over a shoal by Trulsen et al. (2020)
reported that the kurtosis of horizontal velocity field have different behaviour from the kurtosis of surface
elevation where the local maximum of kurtosis in surface elevation and horizontal velocity occur at
different location.
In present work, we utilize numerical simulation to study the evolution of skewness and kurtosis for
irregular waves propagating over a three-dimensional varying bathymetry. Numerical simulations are
based on High Order Spectral Method (HOSM) for variable depth as described in Gouin et al. (2017)
for wave evolution and Variational Boussinesq model (VBM) as described in Lawrence et al. (2021) for
velocity field calculation.
References
GOUIN, M., DUCROZET, G. & FERRANT, P. 2017 Propagation of 3D nonlinear waves over an elliptical
mound with a High-Order Spectral method. Eur. J. Mech. B Fluids 63, 9–24.
LAWRENCE, C., GRAMSTAD, O. & TRULSEN, K. 2021 Variational Boussinesq model for kinematics
calculation of surface gravity waves over bathymetry. Wave Motion 100, 102665.
TRULSEN, K., RAUSTØL, A., JORDE, S. & RYE, L. 2020 Extreme wave statistics of long-crested
irregular waves over a shoal. J. Fluid Mech. 882, R2.
TRULSEN, K., ZENG, H. & GRAMSTAD, O. 2012 Laboratory evidence of freak waves provoked by
non-uniform bathymetry. Phys. Fluids 24, 097101.
How to cite: Lawrence, C., Trulsen, K., and Gramstad, O.: Extreme wave statistics of random waves propagating over a 3D varying bathymetry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9261, https://doi.org/10.5194/egusphere-egu21-9261, 2021.
EGU21-11125 | vPICO presentations | NH5.2
Weakly nonlinear surface gravity waves in a depth-dependent background flowZibo Zheng, Yan Li, and Simen Ellingsen
An open ocean often has a wind driven shear-current near the surface that is able to significantly change the properties of surface waves. This work aims to investigate the effects of a vertically sheared background flow on weakly nonlinear waves with both a statistical study for irregular random waves and a deterministic study for a wave group.
We first extended the theory by Dalzell (1999) to allow for the effects of a horizontal background flow with arbitrary depth dependence. The extended theory is valid up to second order in wave steepness and is applicable for directional-spread waves of a broad bandwidth. The Direct Integration Method (Li & Ellingsen 2019) is used for the linear dispersion relation.
Using the theory, we examine the effects of an opposing and assisting shear, respectively, on the nonlinear properties of a short wave group on deep-water through comparisons to cases without a shear flow. A shear flow leads to wave crests (troughs) being either steepened or flattened, depending mainly on the direction of a shear relative to the propagation direction of the group and the strength of the depth-integrated velocity of a shear relative to the group velocity. We, furthermore, investigated skewness and kurtosis of a time record of the wave elevation for irregular waves in a background sheared flow, compared to a linear Gaussian random sea for surface waves only. We obtained the probability density function and exceedance probability for wave crests. Relevance for rogue wave formation is discussed.
Key words: waves/free-surface flow, ocean surface waves, wave-current interaction
References
Dalzell, J. F. "A note on finite depth second-order wave–wave interactions." Applied Ocean Research 21, no. 3 (1999): 105-111.
Li, Y., and Ellingsen, S. Å. "A framework for modeling linear surface waves on shear currents in slowly varying waters." Journal of Geophysical Research: Oceans 124, no. 4 (2019): 2527-2545.
How to cite: Zheng, Z., Li, Y., and Ellingsen, S.: Weakly nonlinear surface gravity waves in a depth-dependent background flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11125, https://doi.org/10.5194/egusphere-egu21-11125, 2021.
An open ocean often has a wind driven shear-current near the surface that is able to significantly change the properties of surface waves. This work aims to investigate the effects of a vertically sheared background flow on weakly nonlinear waves with both a statistical study for irregular random waves and a deterministic study for a wave group.
We first extended the theory by Dalzell (1999) to allow for the effects of a horizontal background flow with arbitrary depth dependence. The extended theory is valid up to second order in wave steepness and is applicable for directional-spread waves of a broad bandwidth. The Direct Integration Method (Li & Ellingsen 2019) is used for the linear dispersion relation.
Using the theory, we examine the effects of an opposing and assisting shear, respectively, on the nonlinear properties of a short wave group on deep-water through comparisons to cases without a shear flow. A shear flow leads to wave crests (troughs) being either steepened or flattened, depending mainly on the direction of a shear relative to the propagation direction of the group and the strength of the depth-integrated velocity of a shear relative to the group velocity. We, furthermore, investigated skewness and kurtosis of a time record of the wave elevation for irregular waves in a background sheared flow, compared to a linear Gaussian random sea for surface waves only. We obtained the probability density function and exceedance probability for wave crests. Relevance for rogue wave formation is discussed.
Key words: waves/free-surface flow, ocean surface waves, wave-current interaction
References
Dalzell, J. F. "A note on finite depth second-order wave–wave interactions." Applied Ocean Research 21, no. 3 (1999): 105-111.
Li, Y., and Ellingsen, S. Å. "A framework for modeling linear surface waves on shear currents in slowly varying waters." Journal of Geophysical Research: Oceans 124, no. 4 (2019): 2527-2545.
How to cite: Zheng, Z., Li, Y., and Ellingsen, S.: Weakly nonlinear surface gravity waves in a depth-dependent background flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11125, https://doi.org/10.5194/egusphere-egu21-11125, 2021.
EGU21-14644 | vPICO presentations | NH5.2
Measuring water waves in the field from bottom mounted pressure sensorsJulien Touboul, Xavier Bertin, and Efim Pelinovsky
For various experimental reasons, the measurement of water waves propagating in shallow water environments such as surf zones or coastal areas is a difficult task. Deploying surface measuring instruments can be inconvenient, dangerous, or simply expensive. Thus, such measurements are often performed using bottom mounted pressure sensors. Unfortunately, the problem of reconstructing surface elevation based on a single point pressure sensor is an ill-posed problem.
Indeed, the pressure data collected should be inverted to provide the related water elevation. However, the transfer function traditionally used to perform this inversion is subject to question. When considering very long waves, like tides and tsunamis, the pressure is hydrostatic as long as dispersive effects can be neglected and recovering surface elevation from the bottom pressure does not imply any particular difficulty. Yet, for steeper waves propagating in such depth conditions, nonlinearity might play a significant role (Didenkulova et al., 2021).
In coastal areas, the propagation of water waves is more complex, and often involves dispersion or nonlinearity. In such areas, one may find wind waves, which are strongly dispersive, even in the coastal zone. Using linear theory might be helpful, in such cases, but is also subject to questions (Touboul & Pelinovsky, 2018). Besides, other corrections related to their dispersive behaviour might play a significant role. Various phenomena, such as partially standing waves (Touboul & Pelinovsky, 2014), or the superimposition of current, might also play a significant role.
In this work, we investigate the performance of classical reconstruction techniques, but also more recent approaches (Oliveras et al., 2012, Clamond & Constantin, 2013, Bonneton et al., 2018), by confronting their prediction to field data collected in the central part of the Bay of Biscay using current meters mounted with pressure and acoustic surface tracking sensors . These data are obtained in various depth conditions, often in extreme conditions and provide pressure records, current velocity, and direct measurement of the water elevation. Thus, the use of methods presenting various degrees of sophistication allows us to analyze in details the respective roles played by the current, the dispersion, and the nonlinearity.
The joint French-Russian grant No. 19-55-15005 is acknowledged.
[1] E. Didenkulova, E. Pelinovsky & J. Touboul, Long-wave approximations in the description of bottom pressure, Wave Motion, vol. 100, No. 1, 102668 (2021)
[2] J. Touboul & E. Pelinovsky, "On the use of linear theory for measuring surface waves using bottom pressure distribution", Eur. J. Mech. B: Fluids, 67, 97–103, (2018).
[3] J. Touboul & E. Pelinovsky, "Bottom pressure distribution under a solitonic wave reflecting on a vertical wall", Eur. J. Mech., B. Fluids, 48, p. 13-18, (2014).
[4] K.L. Oliveras, V. Vasan, B. Deconinck, D. Henderson, Recovering the water wave profile from pressure measurement, SIAM J. Appl. Math. 72 (3) 897–918 (2012).
[5] P. Bonneton, D. Lannes, K. Martins., H. Michallet, A nonlinear weakly dispersive method for recovering the elevation of irrotational surface waves from pressure measurements, Coastal Engineering 138, 1–8 (2018).
[6] D. Clamond, A. Constantin, Recovery of steady periodic wave profiles from pressure measurements at the bed, J. Fluid Mech. 714, 463–475 (2013).
How to cite: Touboul, J., Bertin, X., and Pelinovsky, E.: Measuring water waves in the field from bottom mounted pressure sensors, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14644, https://doi.org/10.5194/egusphere-egu21-14644, 2021.
For various experimental reasons, the measurement of water waves propagating in shallow water environments such as surf zones or coastal areas is a difficult task. Deploying surface measuring instruments can be inconvenient, dangerous, or simply expensive. Thus, such measurements are often performed using bottom mounted pressure sensors. Unfortunately, the problem of reconstructing surface elevation based on a single point pressure sensor is an ill-posed problem.
Indeed, the pressure data collected should be inverted to provide the related water elevation. However, the transfer function traditionally used to perform this inversion is subject to question. When considering very long waves, like tides and tsunamis, the pressure is hydrostatic as long as dispersive effects can be neglected and recovering surface elevation from the bottom pressure does not imply any particular difficulty. Yet, for steeper waves propagating in such depth conditions, nonlinearity might play a significant role (Didenkulova et al., 2021).
In coastal areas, the propagation of water waves is more complex, and often involves dispersion or nonlinearity. In such areas, one may find wind waves, which are strongly dispersive, even in the coastal zone. Using linear theory might be helpful, in such cases, but is also subject to questions (Touboul & Pelinovsky, 2018). Besides, other corrections related to their dispersive behaviour might play a significant role. Various phenomena, such as partially standing waves (Touboul & Pelinovsky, 2014), or the superimposition of current, might also play a significant role.
In this work, we investigate the performance of classical reconstruction techniques, but also more recent approaches (Oliveras et al., 2012, Clamond & Constantin, 2013, Bonneton et al., 2018), by confronting their prediction to field data collected in the central part of the Bay of Biscay using current meters mounted with pressure and acoustic surface tracking sensors . These data are obtained in various depth conditions, often in extreme conditions and provide pressure records, current velocity, and direct measurement of the water elevation. Thus, the use of methods presenting various degrees of sophistication allows us to analyze in details the respective roles played by the current, the dispersion, and the nonlinearity.
The joint French-Russian grant No. 19-55-15005 is acknowledged.
[1] E. Didenkulova, E. Pelinovsky & J. Touboul, Long-wave approximations in the description of bottom pressure, Wave Motion, vol. 100, No. 1, 102668 (2021)
[2] J. Touboul & E. Pelinovsky, "On the use of linear theory for measuring surface waves using bottom pressure distribution", Eur. J. Mech. B: Fluids, 67, 97–103, (2018).
[3] J. Touboul & E. Pelinovsky, "Bottom pressure distribution under a solitonic wave reflecting on a vertical wall", Eur. J. Mech., B. Fluids, 48, p. 13-18, (2014).
[4] K.L. Oliveras, V. Vasan, B. Deconinck, D. Henderson, Recovering the water wave profile from pressure measurement, SIAM J. Appl. Math. 72 (3) 897–918 (2012).
[5] P. Bonneton, D. Lannes, K. Martins., H. Michallet, A nonlinear weakly dispersive method for recovering the elevation of irrotational surface waves from pressure measurements, Coastal Engineering 138, 1–8 (2018).
[6] D. Clamond, A. Constantin, Recovery of steady periodic wave profiles from pressure measurements at the bed, J. Fluid Mech. 714, 463–475 (2013).
How to cite: Touboul, J., Bertin, X., and Pelinovsky, E.: Measuring water waves in the field from bottom mounted pressure sensors, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14644, https://doi.org/10.5194/egusphere-egu21-14644, 2021.
EGU21-1779 | vPICO presentations | NH5.2
Nonlinear dynamic pressure beneath waves in water of large and intermediate depthAnna Kokorina, Alexey Slunyaev, and Marco Klein
The data of simultaneous measurements of the surface displacement produced by propagating planar waves in experimental flume and of the dynamic pressure fields beneath the waves are compared with the theoretical predictions based on different approximations for modulated potential gravity waves. The performance of different theories to reconstruct the pressure field from the known surface displacement time series (the direct problem) is investigated. A new two-component theory for weakly modulated weakly nonlinear waves is proposed, which exhibits the best capability among the considered. Peculiarities of the vertical modes of the nonlinear pressure harmonics are discussed.
The work was supported by the RFBR projects 19-55-15005 and 20-05-00162 (AK).
How to cite: Kokorina, A., Slunyaev, A., and Klein, M.: Nonlinear dynamic pressure beneath waves in water of large and intermediate depth, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1779, https://doi.org/10.5194/egusphere-egu21-1779, 2021.
The data of simultaneous measurements of the surface displacement produced by propagating planar waves in experimental flume and of the dynamic pressure fields beneath the waves are compared with the theoretical predictions based on different approximations for modulated potential gravity waves. The performance of different theories to reconstruct the pressure field from the known surface displacement time series (the direct problem) is investigated. A new two-component theory for weakly modulated weakly nonlinear waves is proposed, which exhibits the best capability among the considered. Peculiarities of the vertical modes of the nonlinear pressure harmonics are discussed.
The work was supported by the RFBR projects 19-55-15005 and 20-05-00162 (AK).
How to cite: Kokorina, A., Slunyaev, A., and Klein, M.: Nonlinear dynamic pressure beneath waves in water of large and intermediate depth, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1779, https://doi.org/10.5194/egusphere-egu21-1779, 2021.
EGU21-2823 | vPICO presentations | NH5.2
Waves in elastic materialYiyi Whitchelo, Ingrid Olsen, and Karsten Trulsen
How to cite: Whitchelo, Y., Olsen, I., and Trulsen, K.: Waves in elastic material, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2823, https://doi.org/10.5194/egusphere-egu21-2823, 2021.
How to cite: Whitchelo, Y., Olsen, I., and Trulsen, K.: Waves in elastic material, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2823, https://doi.org/10.5194/egusphere-egu21-2823, 2021.
EGU21-1641 | vPICO presentations | NH5.2
Rogue waves in the KdV-type modelsEfim Pelinovsky, Anna Kokorina, Alexey Slunyaev, Tatiana Talipova, Ekaterina Didenkulova, Tatiana Tarasova, and Dmitry Pelinovsky
In this study, we investigate the rogue-wave-type phenomena in the physical systems described by the Korteweg-de Vries (KdV)-like equation in the form $ u_t + [u^m \sgn{u}]_x + u_{xxx} = 0 $ with the arbitrary real coefficient $m>0$. The periodic waves (sinusoidal or cnoidal) described by this equation have been shown to suffer from the modulational instability if $m \ge 3$; the modulational growth results in the formation of rogue waves similar to the Peregrine, Kuznetsov-Ma or Akhmediev breathers known for the nonlinear Schrodinger equation. In this work we focus on the rogue wave occurrence in ensembles of soliton-type waves. First of all, the characteristics of the solitary waves are investigated depending on the power $m$. The existence of solitary waves with exponential tails, as well as algebraic solitons and compactons has been shown for different ranges of the parameter $m$ values. Their energetic stability is discussed. Two solitary wave/breathers interactions are studied as elementary acts of the soliton/breather turbulence. It is demonstrated that the property of attracting solitons/breathers is a necessity condition for the formation of rogue waves. Rigorous results are obtained for the integrable versions of the KdV-type equations. Series of numerical simulations of the rogue wave generation has been conducted for different values of $m$. The obtained results are applied to the problems of surface and internal waves in the ocean, and to elastic waves in the solid medium.
The research is supported by the RNF grant 19-12-00253.
How to cite: Pelinovsky, E., Kokorina, A., Slunyaev, A., Talipova, T., Didenkulova, E., Tarasova, T., and Pelinovsky, D.: Rogue waves in the KdV-type models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1641, https://doi.org/10.5194/egusphere-egu21-1641, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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In this study, we investigate the rogue-wave-type phenomena in the physical systems described by the Korteweg-de Vries (KdV)-like equation in the form $ u_t + [u^m \sgn{u}]_x + u_{xxx} = 0 $ with the arbitrary real coefficient $m>0$. The periodic waves (sinusoidal or cnoidal) described by this equation have been shown to suffer from the modulational instability if $m \ge 3$; the modulational growth results in the formation of rogue waves similar to the Peregrine, Kuznetsov-Ma or Akhmediev breathers known for the nonlinear Schrodinger equation. In this work we focus on the rogue wave occurrence in ensembles of soliton-type waves. First of all, the characteristics of the solitary waves are investigated depending on the power $m$. The existence of solitary waves with exponential tails, as well as algebraic solitons and compactons has been shown for different ranges of the parameter $m$ values. Their energetic stability is discussed. Two solitary wave/breathers interactions are studied as elementary acts of the soliton/breather turbulence. It is demonstrated that the property of attracting solitons/breathers is a necessity condition for the formation of rogue waves. Rigorous results are obtained for the integrable versions of the KdV-type equations. Series of numerical simulations of the rogue wave generation has been conducted for different values of $m$. The obtained results are applied to the problems of surface and internal waves in the ocean, and to elastic waves in the solid medium.
The research is supported by the RNF grant 19-12-00253.
How to cite: Pelinovsky, E., Kokorina, A., Slunyaev, A., Talipova, T., Didenkulova, E., Tarasova, T., and Pelinovsky, D.: Rogue waves in the KdV-type models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1641, https://doi.org/10.5194/egusphere-egu21-1641, 2021.
EGU21-6951 | vPICO presentations | NH5.2
On the stabilization of breather-type solutions of the damped higher order nonlinear Schrödinger equationConstance Schober
Spatially periodic breather solutions (SPBs) of the nonlinear Schrödinger (NLS) equation are frequently used to model rogue waves and are typically unstable. In this talk we examine the effects of dissipation and higher order nonlinearities on the stabilization of N-mode SPBs, 1 ≤ N ≤ 3, in the framework of a damped higher order NLS (HONLS) equation. We observe the onset of novel instabilities associated with the development of critical states resulting from symmetry breaking in the damped HONLS system. We develop a broadened Floquet characterization of instabilities of solutions of the NLS equation by showing that instabilities are associated with degenerate complex elements of not only the discrete, but also the continuous Floquet spectrum. As a result, the Floquet criteria for the stabilization of a solution of the damped HONLS centers around the elimination of all complex degenerate elements of the spectrum. For a given initial N-mode SPB, a short-time perturbation analysis shows that the complex double points associated with resonant modes split under the damped HONLS while those associated with nonresonant modes remain closed. The corresponding damped HONLS numerical experiments corroborate that instabilities associated with nonresonant modes persist on a longer time scale than the instabilities associated with resonant modes.
How to cite: Schober, C.: On the stabilization of breather-type solutions of the damped higher order nonlinear Schrödinger equation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6951, https://doi.org/10.5194/egusphere-egu21-6951, 2021.
Spatially periodic breather solutions (SPBs) of the nonlinear Schrödinger (NLS) equation are frequently used to model rogue waves and are typically unstable. In this talk we examine the effects of dissipation and higher order nonlinearities on the stabilization of N-mode SPBs, 1 ≤ N ≤ 3, in the framework of a damped higher order NLS (HONLS) equation. We observe the onset of novel instabilities associated with the development of critical states resulting from symmetry breaking in the damped HONLS system. We develop a broadened Floquet characterization of instabilities of solutions of the NLS equation by showing that instabilities are associated with degenerate complex elements of not only the discrete, but also the continuous Floquet spectrum. As a result, the Floquet criteria for the stabilization of a solution of the damped HONLS centers around the elimination of all complex degenerate elements of the spectrum. For a given initial N-mode SPB, a short-time perturbation analysis shows that the complex double points associated with resonant modes split under the damped HONLS while those associated with nonresonant modes remain closed. The corresponding damped HONLS numerical experiments corroborate that instabilities associated with nonresonant modes persist on a longer time scale than the instabilities associated with resonant modes.
How to cite: Schober, C.: On the stabilization of breather-type solutions of the damped higher order nonlinear Schrödinger equation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6951, https://doi.org/10.5194/egusphere-egu21-6951, 2021.
EGU21-13742 | vPICO presentations | NH5.2
Solitons in a box-shaped wavefield with noise: perturbation theory and statisticsAndrey Gelash and Rustam Mullyadzhanov
The propagation of nonlinear waves is well-described by a number of integrable models leading to the concept of the scattering data also known as the nonlinear Fourier spectrum. Here we investigate the fundamental problem of the nonlinear wavefield scattering data corrections in response to a perturbation of initial condition using inverse scattering transform theory. We present a complete theoretical linear perturbation framework to evaluate first-order corrections of the full set of the scattering data within the integrable one-dimensional focusing nonlinear Schrodinger (NLSE) equation, see our recent preprint [1]. The general scattering data portrait reveals nonlinear coherent structures - solitons - playing the key role in the wavefield evolution. Applying the developed theory to a classic box-shaped wavefield we solve the derived equations analytically for a single Fourier mode acting as a perturbation to the initial condition, thus, leading to the sensitivity closed-form expressions for basic soliton characteristics, i.e. the amplitude, velocity, phase and its position. With the appropriate statistical averaging we model the soliton noise-induced effects resulting in compact relations for standard deviations of soliton parameters. Relying on a concept of a virtual soliton eigenvalue we derive the probability of a soliton emergence or the opposite due to noise and illustrate these theoretical predictions with direct numerical simulations of the NLSE evolution. Note that the evolution of the box field within the NLSE model represents a classical so-called dam-break problem. A wide box-shaped field is unstable to long wave perturbations constituting the phenomena of modulation instability. In conclussion we discuss possible applications of the developed theory to these fundamental problems of physics of nonlinear waves.
The work was supported by Russian Science Foundation grant No. 20-71-00022.
[1] R. Mullyadzhanov and A. Gelash. Solitons in a box-shaped wavefield with noise: perturbation theory and statistics. arXiv preprint arXiv:2008.08874, 2020.
How to cite: Gelash, A. and Mullyadzhanov, R.: Solitons in a box-shaped wavefield with noise: perturbation theory and statistics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13742, https://doi.org/10.5194/egusphere-egu21-13742, 2021.
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The propagation of nonlinear waves is well-described by a number of integrable models leading to the concept of the scattering data also known as the nonlinear Fourier spectrum. Here we investigate the fundamental problem of the nonlinear wavefield scattering data corrections in response to a perturbation of initial condition using inverse scattering transform theory. We present a complete theoretical linear perturbation framework to evaluate first-order corrections of the full set of the scattering data within the integrable one-dimensional focusing nonlinear Schrodinger (NLSE) equation, see our recent preprint [1]. The general scattering data portrait reveals nonlinear coherent structures - solitons - playing the key role in the wavefield evolution. Applying the developed theory to a classic box-shaped wavefield we solve the derived equations analytically for a single Fourier mode acting as a perturbation to the initial condition, thus, leading to the sensitivity closed-form expressions for basic soliton characteristics, i.e. the amplitude, velocity, phase and its position. With the appropriate statistical averaging we model the soliton noise-induced effects resulting in compact relations for standard deviations of soliton parameters. Relying on a concept of a virtual soliton eigenvalue we derive the probability of a soliton emergence or the opposite due to noise and illustrate these theoretical predictions with direct numerical simulations of the NLSE evolution. Note that the evolution of the box field within the NLSE model represents a classical so-called dam-break problem. A wide box-shaped field is unstable to long wave perturbations constituting the phenomena of modulation instability. In conclussion we discuss possible applications of the developed theory to these fundamental problems of physics of nonlinear waves.
The work was supported by Russian Science Foundation grant No. 20-71-00022.
[1] R. Mullyadzhanov and A. Gelash. Solitons in a box-shaped wavefield with noise: perturbation theory and statistics. arXiv preprint arXiv:2008.08874, 2020.
How to cite: Gelash, A. and Mullyadzhanov, R.: Solitons in a box-shaped wavefield with noise: perturbation theory and statistics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13742, https://doi.org/10.5194/egusphere-egu21-13742, 2021.
EGU21-1720 | vPICO presentations | NH5.2
Efficient Fourier-collocation method for full scattering data of Zakharov-Shabat periodic problemIlya Mullyadzhanov, Rustam Mullyadzhanov, and Andrey Gelash
The one-dimensional nonlinear Schrodinger equation (NLSE) serves as a universal model of nonlinear wave propagation appearing in different areas of physics. In particular it describes weakly nonlinear wave trains on the surface of deep water and captures up to certain extent the phenomenon of rogue waves formation. The NLSE can be completely integrated using the inverse scattering transform method that allows transformation of the wave field to the so-called scattering data representing a nonlinear analogue of conventional Fourier harmonics. The scattering data for the NLSE can be calculated by solving an auxiliary linear system with the wave field playing the role of potential – the so-called Zakharov-Shabat problem. Here we present a novel efficient approach for numerical computation of scattering data for spatially periodic nonlinear wave fields governed by focusing version of the NLSE. The developed algorithm is based on Fourier-collocation method and provides one an access to full scattering data, that is main eigenvalue spectrum (eigenvalue bands and gaps) and auxiliary spectrum (specific phase parameters of the nonlinear harmonics) of Zakharov-Shabat problem. We verify the developed algorithm using a simple analytic plane wave solution and then demonstrate its efficiency with various examples of large complex nonlinear wave fields exhibiting intricate structure of bands and gaps. Special attention is paid to the case when the wave field is strongly nonlinear and contains solitons which correspond to narrow gaps in the eigenvalue spectrum, see e.g. [1], when numerical computations may become unstable [2]. Finally we discuss applications of the developed approach for analysis of numerical and experimental nonlinear wave fields data.
The work was supported by Russian Science Foundation grant No. 20-71-00022.
[1] A. A. Gelash and D. S. Agafontsev, Physical Review E 98, 042210 (2018).
[2] A. Gelash and R. Mullyadzhanov, Physical Review E 101, 052206 (2020).
How to cite: Mullyadzhanov, I., Mullyadzhanov, R., and Gelash, A.: Efficient Fourier-collocation method for full scattering data of Zakharov-Shabat periodic problem, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1720, https://doi.org/10.5194/egusphere-egu21-1720, 2021.
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The one-dimensional nonlinear Schrodinger equation (NLSE) serves as a universal model of nonlinear wave propagation appearing in different areas of physics. In particular it describes weakly nonlinear wave trains on the surface of deep water and captures up to certain extent the phenomenon of rogue waves formation. The NLSE can be completely integrated using the inverse scattering transform method that allows transformation of the wave field to the so-called scattering data representing a nonlinear analogue of conventional Fourier harmonics. The scattering data for the NLSE can be calculated by solving an auxiliary linear system with the wave field playing the role of potential – the so-called Zakharov-Shabat problem. Here we present a novel efficient approach for numerical computation of scattering data for spatially periodic nonlinear wave fields governed by focusing version of the NLSE. The developed algorithm is based on Fourier-collocation method and provides one an access to full scattering data, that is main eigenvalue spectrum (eigenvalue bands and gaps) and auxiliary spectrum (specific phase parameters of the nonlinear harmonics) of Zakharov-Shabat problem. We verify the developed algorithm using a simple analytic plane wave solution and then demonstrate its efficiency with various examples of large complex nonlinear wave fields exhibiting intricate structure of bands and gaps. Special attention is paid to the case when the wave field is strongly nonlinear and contains solitons which correspond to narrow gaps in the eigenvalue spectrum, see e.g. [1], when numerical computations may become unstable [2]. Finally we discuss applications of the developed approach for analysis of numerical and experimental nonlinear wave fields data.
The work was supported by Russian Science Foundation grant No. 20-71-00022.
[1] A. A. Gelash and D. S. Agafontsev, Physical Review E 98, 042210 (2018).
[2] A. Gelash and R. Mullyadzhanov, Physical Review E 101, 052206 (2020).
How to cite: Mullyadzhanov, I., Mullyadzhanov, R., and Gelash, A.: Efficient Fourier-collocation method for full scattering data of Zakharov-Shabat periodic problem, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1720, https://doi.org/10.5194/egusphere-egu21-1720, 2021.
EGU21-1730 | vPICO presentations | NH5.2
High-orders methods and high-precision arithmetics make direct scattering transform for the Korteweg-De Vries equation robust.Aleksandr Gudko, Andrey Gelash, and Rustam Mullyadzhanov
Similar to the theory of direct scattering transform for nonlinear wave fields containing solitons within the focusing one-dimensional nonlinear Schrödinger equation [1], we revisit the theory associated with the Korteweg–De Vries equation. We study a crucial fundamental property of the scattering problem for multisoliton potentials demonstrating that in many cases position parameters of solitons cannot be identified with standard machine precision arithmetics making solitons in some sense “uncatchable”. Using the dressing method we find the landscape of soliton scattering coefficients in the plane of the complex spectral parameter for multisoliton wave fields truncated within a finite domain, allowing us to capture the nature of such anomalous numerical errors. They depend on the size of the computational domain L leading to a counterintuitive exponential divergence when increasing L in the presence of a small uncertainty in soliton eigenvalues. Then we demonstrate how one of the scattering coefficients loses its analytical properties due to the lack of the wave-field compact support in case of L→∞. Finally, we show that despite this inherent direct scattering transform feature, the wave fields of arbitrary complexity can be reliably analyzed using high-precision arithmetics and high-order algorithms based on the Magnus expansion [2, 3] providing accurate information about soliton amplitudes, velocities, positions and intensity of the radiation. This procedure is robust even in the presence of noise opening broad perspectives in analyzing experimental data on propagation of surface waves on shallow water.
The work is partially funded by Russian Science Foundation grant No 19-79-30075.
[1] Gelash A., Mullyadzhanov R. Anomalous errors of direct scattering transform // Physical Review E 101 (5), 052206, 2020.
[2] Mullyadzhanov R., Gelash A. Direct scattering transform of large wave packets // Optics Letters 44 (21), 5298-5301, 2019.
[3] Gudko A., Gelash A., Mullyadzhanov R. High-order numerical method for scattering data of the Korteweg—De Vries equation // Journal of Physics: Conference Series 1677 (1), 012011, 2020.
How to cite: Gudko, A., Gelash, A., and Mullyadzhanov, R.: High-orders methods and high-precision arithmetics make direct scattering transform for the Korteweg-De Vries equation robust., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1730, https://doi.org/10.5194/egusphere-egu21-1730, 2021.
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Similar to the theory of direct scattering transform for nonlinear wave fields containing solitons within the focusing one-dimensional nonlinear Schrödinger equation [1], we revisit the theory associated with the Korteweg–De Vries equation. We study a crucial fundamental property of the scattering problem for multisoliton potentials demonstrating that in many cases position parameters of solitons cannot be identified with standard machine precision arithmetics making solitons in some sense “uncatchable”. Using the dressing method we find the landscape of soliton scattering coefficients in the plane of the complex spectral parameter for multisoliton wave fields truncated within a finite domain, allowing us to capture the nature of such anomalous numerical errors. They depend on the size of the computational domain L leading to a counterintuitive exponential divergence when increasing L in the presence of a small uncertainty in soliton eigenvalues. Then we demonstrate how one of the scattering coefficients loses its analytical properties due to the lack of the wave-field compact support in case of L→∞. Finally, we show that despite this inherent direct scattering transform feature, the wave fields of arbitrary complexity can be reliably analyzed using high-precision arithmetics and high-order algorithms based on the Magnus expansion [2, 3] providing accurate information about soliton amplitudes, velocities, positions and intensity of the radiation. This procedure is robust even in the presence of noise opening broad perspectives in analyzing experimental data on propagation of surface waves on shallow water.
The work is partially funded by Russian Science Foundation grant No 19-79-30075.
[1] Gelash A., Mullyadzhanov R. Anomalous errors of direct scattering transform // Physical Review E 101 (5), 052206, 2020.
[2] Mullyadzhanov R., Gelash A. Direct scattering transform of large wave packets // Optics Letters 44 (21), 5298-5301, 2019.
[3] Gudko A., Gelash A., Mullyadzhanov R. High-order numerical method for scattering data of the Korteweg—De Vries equation // Journal of Physics: Conference Series 1677 (1), 012011, 2020.
How to cite: Gudko, A., Gelash, A., and Mullyadzhanov, R.: High-orders methods and high-precision arithmetics make direct scattering transform for the Korteweg-De Vries equation robust., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1730, https://doi.org/10.5194/egusphere-egu21-1730, 2021.
NH5.3 – Geological Records of Tsunamis and Other Extreme Waves
EGU21-8295 | vPICO presentations | NH5.3 | Highlight
Progress and remaining problems in subduction paleoseismology along the Pacific coast of northeast JapanYuki Sawai
In the last two decades, tsunami geology in northeast Japan (Hokkaido and Tohoku) has focused on extending the record of tsunamis beyond the range of historical documents in the region. In Hokkaido facing to southern Kuril trench, recurrent sandy deposits interbedded with peat are regarded as evidence of historical and prehistoric tsunamis. Distribution of one of the sand layers just below a historic tephra (Ko-c2; 1694 CE), so-called 17th-century tsunami deposit, exceeds historical and recent tsunami inundations in eastern Hokkaido. Numerical simulations to reproduce the distributions first suggested a multi-segment fault model with unimodal slip (Mw > 8.4; Nanayama et al., 2003 in Nature), and later with variable slip (Mw > 8.8; Ioki and Tanioka, 2016 in EPSL). Tohoku region, facing to Japan trench, has longer historical record than Hokkaido and the oldest historical earthquake is the Jogan event in 869 CE. Numerical simulations constrained by spatial distributions of the tsunami deposits, coastal submergence, and observation of the 2011 Tohoku tsunami deposit suggest that the 869 event was a plate-boundary rupture at least 200 km long along the Japan Trench (Mw > 8.3–8.6). After the 2011 Tohoku event, a large tsunami in 1454 CE (Kyotoku event) became reexamined and considered to have been generated by a rupture area including the Miyagi-oki region (part of the Jogan rupture). If the 869. 1454, and 2011 events were similar, recurrence of earthquakes in Japan trench is more periodic than southern Kuril trench. This presentation is based on descriptions and discussion in Sawai (2020) in Earth Science Reviews.
How to cite: Sawai, Y.: Progress and remaining problems in subduction paleoseismology along the Pacific coast of northeast Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8295, https://doi.org/10.5194/egusphere-egu21-8295, 2021.
In the last two decades, tsunami geology in northeast Japan (Hokkaido and Tohoku) has focused on extending the record of tsunamis beyond the range of historical documents in the region. In Hokkaido facing to southern Kuril trench, recurrent sandy deposits interbedded with peat are regarded as evidence of historical and prehistoric tsunamis. Distribution of one of the sand layers just below a historic tephra (Ko-c2; 1694 CE), so-called 17th-century tsunami deposit, exceeds historical and recent tsunami inundations in eastern Hokkaido. Numerical simulations to reproduce the distributions first suggested a multi-segment fault model with unimodal slip (Mw > 8.4; Nanayama et al., 2003 in Nature), and later with variable slip (Mw > 8.8; Ioki and Tanioka, 2016 in EPSL). Tohoku region, facing to Japan trench, has longer historical record than Hokkaido and the oldest historical earthquake is the Jogan event in 869 CE. Numerical simulations constrained by spatial distributions of the tsunami deposits, coastal submergence, and observation of the 2011 Tohoku tsunami deposit suggest that the 869 event was a plate-boundary rupture at least 200 km long along the Japan Trench (Mw > 8.3–8.6). After the 2011 Tohoku event, a large tsunami in 1454 CE (Kyotoku event) became reexamined and considered to have been generated by a rupture area including the Miyagi-oki region (part of the Jogan rupture). If the 869. 1454, and 2011 events were similar, recurrence of earthquakes in Japan trench is more periodic than southern Kuril trench. This presentation is based on descriptions and discussion in Sawai (2020) in Earth Science Reviews.
How to cite: Sawai, Y.: Progress and remaining problems in subduction paleoseismology along the Pacific coast of northeast Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8295, https://doi.org/10.5194/egusphere-egu21-8295, 2021.
EGU21-1875 | vPICO presentations | NH5.3
A study on the interaction between extreme waves and coastal development processes for identification of tsunami and storm deposits in the tsunami far-fieldRyo Nakanishi, Juichiro Ashi, Yusuke Yokoyama, and Yosuke Miyairi
In order to estimate the size and the origin of giant tsunamis, it is useful to investigate “tsunami far-field” as the coastal area far from the source. However, it is challenging to distinguish a tsunami deposit from an extreme storm deposit in these areas. In this study, we report sand layers induced by extreme waves on the coast of Hokkaido, Japan, facing the southern Kuril Trench. In the study area (central part of the Hidaka coast), it is said that the tsunamis caused by observed earthquakes have never exceeded the dune or beach. However, geological evidence indicates that giant earthquakes and tsunamis occurred at intervals of several hundred years in the Kuril Trench, and the traces of these tsunamis are still unclear in the Hidaka region.
The study area can be classified into the inland zone consisting of peatland and the seaward zone consisting of floodplain muds by the paleo beach ridge. We identified three volcanic ash layers and three to four sand layers with clear boundaries to the ordinary mud layer in each zone. However, there are large gaps in the ages of the sand layers discovered in both inland and seaward zones, and their distributions are limited (ranging from a few tens to 100 m from the ridge at that time) and do not overlap. To understand the peculiarities of the depositional age and distribution of the sand layers, we clarified the sedimentary environmental changes and sea-level index in the late Holocene by analyzing the diatom assemblage and CNS of the mud layer. The inland zone showed the paleoenvironments from the sandy tidal flat formed by the transgression in the mid-Holocene to the beach ridge formed by the regression, and the sheet sand layers were formed only during the period of the beach ridge development. On the other hand, the seaward zone showed various changes due to the formation of meandering rivers and beach ridges associated with the regression, and the formation of recognizable event layers is accompanied by changes in the depositional environment, such as the opening of lagoons and rapid changes to upland. Thus, especially in the tsunami far-field, the preservation potential of the event layers is strongly influenced by the coastal development and relative sea level, and such geological information will provide clues to identify the origin of the sand layer. In the presentation, the numerical simulation of the paleo-tsunami considering the reconstructed relative sea-level change and topographic development will be reported.
How to cite: Nakanishi, R., Ashi, J., Yokoyama, Y., and Miyairi, Y.: A study on the interaction between extreme waves and coastal development processes for identification of tsunami and storm deposits in the tsunami far-field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1875, https://doi.org/10.5194/egusphere-egu21-1875, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In order to estimate the size and the origin of giant tsunamis, it is useful to investigate “tsunami far-field” as the coastal area far from the source. However, it is challenging to distinguish a tsunami deposit from an extreme storm deposit in these areas. In this study, we report sand layers induced by extreme waves on the coast of Hokkaido, Japan, facing the southern Kuril Trench. In the study area (central part of the Hidaka coast), it is said that the tsunamis caused by observed earthquakes have never exceeded the dune or beach. However, geological evidence indicates that giant earthquakes and tsunamis occurred at intervals of several hundred years in the Kuril Trench, and the traces of these tsunamis are still unclear in the Hidaka region.
The study area can be classified into the inland zone consisting of peatland and the seaward zone consisting of floodplain muds by the paleo beach ridge. We identified three volcanic ash layers and three to four sand layers with clear boundaries to the ordinary mud layer in each zone. However, there are large gaps in the ages of the sand layers discovered in both inland and seaward zones, and their distributions are limited (ranging from a few tens to 100 m from the ridge at that time) and do not overlap. To understand the peculiarities of the depositional age and distribution of the sand layers, we clarified the sedimentary environmental changes and sea-level index in the late Holocene by analyzing the diatom assemblage and CNS of the mud layer. The inland zone showed the paleoenvironments from the sandy tidal flat formed by the transgression in the mid-Holocene to the beach ridge formed by the regression, and the sheet sand layers were formed only during the period of the beach ridge development. On the other hand, the seaward zone showed various changes due to the formation of meandering rivers and beach ridges associated with the regression, and the formation of recognizable event layers is accompanied by changes in the depositional environment, such as the opening of lagoons and rapid changes to upland. Thus, especially in the tsunami far-field, the preservation potential of the event layers is strongly influenced by the coastal development and relative sea level, and such geological information will provide clues to identify the origin of the sand layer. In the presentation, the numerical simulation of the paleo-tsunami considering the reconstructed relative sea-level change and topographic development will be reported.
How to cite: Nakanishi, R., Ashi, J., Yokoyama, Y., and Miyairi, Y.: A study on the interaction between extreme waves and coastal development processes for identification of tsunami and storm deposits in the tsunami far-field, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1875, https://doi.org/10.5194/egusphere-egu21-1875, 2021.
EGU21-6682 | vPICO presentations | NH5.3
Invisible tsunami deposits – the Misawa example, JapanPiero Bellanova, Mike Frenken, Yuchi Nishimura, Jan Schwarzbauer, and Klaus Reicherter
With at least three reported waves, the 2011 Tohoku-oki tsunami’s destructive force caused massive damage along the Aomori coastline in northern Japan. At Misawa the coastal area was inundated up to 550 m inland and sandy sediment remnants can be traced to c. 350 m (c. 61-63% of the maximum inundation) from the shoreline.
The discovery of a floatable plastic object within a previously inconspicuous woody and organic layer in connection to our analytical data lead to the detection of a yet undocumented ‘invisible’ tsunami deposit. This layer is first appearing on top of the sandy deposit but then reaching even further inland (approx. 69-72% of the max. inundation). Initially the organic and woody layer was not evident during early stages of the field work and this would have been unchanged without the discovery of the floatable plastic particle embedded within the deposit. That critical observation was the turning point for the interpretation of the layer’s origin and thus our understanding of processes during the Tohoku-oki tsunami at the Aomori coast near Misawa harbor. Overall, may the first recognition of this woody-organic and up to now ‘invisible’ layer lead to an improvement in the understanding of tsunami processes and their sedimentological characteristics. Further, may the knowledge obtained from these types of deposits be transferred to and improve paleo-tsunami investigations, especially in rural natural environments, as sand sheets of historic and paleo-tsunamis represent minimum estimates for the coastal inundation and potential underestimations may be reduced by addressing the ‘invisible’ fraction of a tsunami’s inundation.
How to cite: Bellanova, P., Frenken, M., Nishimura, Y., Schwarzbauer, J., and Reicherter, K.: Invisible tsunami deposits – the Misawa example, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6682, https://doi.org/10.5194/egusphere-egu21-6682, 2021.
With at least three reported waves, the 2011 Tohoku-oki tsunami’s destructive force caused massive damage along the Aomori coastline in northern Japan. At Misawa the coastal area was inundated up to 550 m inland and sandy sediment remnants can be traced to c. 350 m (c. 61-63% of the maximum inundation) from the shoreline.
The discovery of a floatable plastic object within a previously inconspicuous woody and organic layer in connection to our analytical data lead to the detection of a yet undocumented ‘invisible’ tsunami deposit. This layer is first appearing on top of the sandy deposit but then reaching even further inland (approx. 69-72% of the max. inundation). Initially the organic and woody layer was not evident during early stages of the field work and this would have been unchanged without the discovery of the floatable plastic particle embedded within the deposit. That critical observation was the turning point for the interpretation of the layer’s origin and thus our understanding of processes during the Tohoku-oki tsunami at the Aomori coast near Misawa harbor. Overall, may the first recognition of this woody-organic and up to now ‘invisible’ layer lead to an improvement in the understanding of tsunami processes and their sedimentological characteristics. Further, may the knowledge obtained from these types of deposits be transferred to and improve paleo-tsunami investigations, especially in rural natural environments, as sand sheets of historic and paleo-tsunamis represent minimum estimates for the coastal inundation and potential underestimations may be reduced by addressing the ‘invisible’ fraction of a tsunami’s inundation.
How to cite: Bellanova, P., Frenken, M., Nishimura, Y., Schwarzbauer, J., and Reicherter, K.: Invisible tsunami deposits – the Misawa example, Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6682, https://doi.org/10.5194/egusphere-egu21-6682, 2021.
EGU21-1985 | vPICO presentations | NH5.3
Suitable geochemical markers to determine tsunami impact - an approach on coastal areas in Northern JapanMike Frenken, Piero Bellanova, Yuichi Nishimura, Klaus Reicherter, and Jan Schwarzbauer
The 2011 Tohoku-oki tsunami had a destructive effect and impact on the coast of Japan. Coinciding with the inundation of vast coastal areas, the catastrophic event released many pollutants from damaged facilities but also remobilized sediment-bound residues. These environmental and depositional variations left a distinct signature in the sediment, both sedimentologically and geochemically.
A wide variety of organic geochemical substances were detected in the sampled sediment profiles in Northern Japan (Misawa harbor, Futakawame and Oirase). Some compounds reflect the 2011 tsunami’s impact and may serve as possible indicators for further investigation of the inundation and backwash, sediment and pollutant distribution, and the preservation. For comparability, the tsunami samples and the respective over- and underlying layers (topsoil & soil) were analyzed.
The selected compound groups differentiated the tsunami layer from the non-affected layers. Natural compounds, relocated by the tsunami, revealed an enrichment of short-chained n-alkanes as expressed by the terrigenous/aquatic ratio (TAR) and locally accumulated n-aldehydes pointing to an intensive mixing of marine and terrestrial material. Petrogenic pollutants, for instance hopanes, steranes, and polycyclic aromatic hydrocarbons (PAHs), illustrate a higher load in tsunami sediments as the result of damage of harbor facilities. Sewage-related compounds, such as linear alkylbenzene (LABs) and diisopropylnaphthalene (DIPN), were also enriched in the tsunami samples in contrast to the surrounding sites. Another compound group enriched in the tsunami deposits, are chlorinated pollution burdens by the backwash, such as DDX and polychlorinated biphenyls (PCBs), remobilized by erosion dominantly.
The different environmental- and pollution-related compounds illustrate the suitability of geochemical markers as indicators to assess tsunami impact in 2011 Tohoku-oki tsunami affected sediments of Misawa harbor, Futakawame and Oirase in Northern Japan.
How to cite: Frenken, M., Bellanova, P., Nishimura, Y., Reicherter, K., and Schwarzbauer, J.: Suitable geochemical markers to determine tsunami impact - an approach on coastal areas in Northern Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1985, https://doi.org/10.5194/egusphere-egu21-1985, 2021.
The 2011 Tohoku-oki tsunami had a destructive effect and impact on the coast of Japan. Coinciding with the inundation of vast coastal areas, the catastrophic event released many pollutants from damaged facilities but also remobilized sediment-bound residues. These environmental and depositional variations left a distinct signature in the sediment, both sedimentologically and geochemically.
A wide variety of organic geochemical substances were detected in the sampled sediment profiles in Northern Japan (Misawa harbor, Futakawame and Oirase). Some compounds reflect the 2011 tsunami’s impact and may serve as possible indicators for further investigation of the inundation and backwash, sediment and pollutant distribution, and the preservation. For comparability, the tsunami samples and the respective over- and underlying layers (topsoil & soil) were analyzed.
The selected compound groups differentiated the tsunami layer from the non-affected layers. Natural compounds, relocated by the tsunami, revealed an enrichment of short-chained n-alkanes as expressed by the terrigenous/aquatic ratio (TAR) and locally accumulated n-aldehydes pointing to an intensive mixing of marine and terrestrial material. Petrogenic pollutants, for instance hopanes, steranes, and polycyclic aromatic hydrocarbons (PAHs), illustrate a higher load in tsunami sediments as the result of damage of harbor facilities. Sewage-related compounds, such as linear alkylbenzene (LABs) and diisopropylnaphthalene (DIPN), were also enriched in the tsunami samples in contrast to the surrounding sites. Another compound group enriched in the tsunami deposits, are chlorinated pollution burdens by the backwash, such as DDX and polychlorinated biphenyls (PCBs), remobilized by erosion dominantly.
The different environmental- and pollution-related compounds illustrate the suitability of geochemical markers as indicators to assess tsunami impact in 2011 Tohoku-oki tsunami affected sediments of Misawa harbor, Futakawame and Oirase in Northern Japan.
How to cite: Frenken, M., Bellanova, P., Nishimura, Y., Reicherter, K., and Schwarzbauer, J.: Suitable geochemical markers to determine tsunami impact - an approach on coastal areas in Northern Japan, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1985, https://doi.org/10.5194/egusphere-egu21-1985, 2021.
EGU21-1935 | vPICO presentations | NH5.3
Investigating the sedimentary DNA of palaeotsunami deposits in Thailand.Wenshu Yap, Adam Switzer, Chris Gouramanis, Ezequiel Marzinelli, Winona Wijaya, Dale Dominey-Howes, Maurizio Labbate, Kruawun Jankaew, and Federico Lauro
Investigating palaeotsunami deposits is a primary way to extend the tsunami database beyond relatively short instrumental and historical records. Such information is essential to reconstruct the frequency and magnitude of past coastal flooding events, which are a key to assess the impact and risk of tsunami to the coastal community. However, palaeotsunami studies are limited as most of the proxies, such as microfossil and geochemical signals, can be modified or degraded with time. Here, we present the application of DNA analysis to investigate a series of palaeotsunami deposits up to ~2800-years-old from a coastal beach ridge sequence on Phra Thong Island (Thailand). Our result shows that it is possible to accurately discriminate palaeotsunami deposits from intercalating organic mud layers using the microbial communities recovered from DNA preserved in the sediment of the geological record. Our work demonstrates that environmental DNA represents a new and promising tool for investigating historical and pre-historical tsunami records.
How to cite: Yap, W., Switzer, A., Gouramanis, C., Marzinelli, E., Wijaya, W., Dominey-Howes, D., Labbate, M., Jankaew, K., and Lauro, F.: Investigating the sedimentary DNA of palaeotsunami deposits in Thailand., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1935, https://doi.org/10.5194/egusphere-egu21-1935, 2021.
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Investigating palaeotsunami deposits is a primary way to extend the tsunami database beyond relatively short instrumental and historical records. Such information is essential to reconstruct the frequency and magnitude of past coastal flooding events, which are a key to assess the impact and risk of tsunami to the coastal community. However, palaeotsunami studies are limited as most of the proxies, such as microfossil and geochemical signals, can be modified or degraded with time. Here, we present the application of DNA analysis to investigate a series of palaeotsunami deposits up to ~2800-years-old from a coastal beach ridge sequence on Phra Thong Island (Thailand). Our result shows that it is possible to accurately discriminate palaeotsunami deposits from intercalating organic mud layers using the microbial communities recovered from DNA preserved in the sediment of the geological record. Our work demonstrates that environmental DNA represents a new and promising tool for investigating historical and pre-historical tsunami records.
How to cite: Yap, W., Switzer, A., Gouramanis, C., Marzinelli, E., Wijaya, W., Dominey-Howes, D., Labbate, M., Jankaew, K., and Lauro, F.: Investigating the sedimentary DNA of palaeotsunami deposits in Thailand., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1935, https://doi.org/10.5194/egusphere-egu21-1935, 2021.
EGU21-6822 | vPICO presentations | NH5.3
Sediment analysis and modelling reveal short inundation distances and low onshore flow speed of the 2018 Palu-Donggala tsunami in IndonesiaAdam D. Switzer, Jedrzej M. Majewski, Rachel YS. Guan, Benazir Benazir, Ella Meilianda, Peter Parham, Robert Weiss, Stacy Martin, Camille Jordan, Jessica E. Pilarczyk, and Benjamin P. Horton
On 28 September 2018, a magnitude 7.5 earthquake struck north of Palu, Central Sulawesi, Indonesia. The earthquake generated a tsunami with inundation depths of up to 7.5 m and run-up of up to 10 m above sea level. Inundation distances were only partly topography dependent and reached less than 400 m inland even where terrain did not rise steeply beyond that point. A subsequent tsunami was generated by a combination of minor fault displacement and multiple submarine landslides. In places, co-seismic coastal subsidence of >1 m exacerbated the tsunami inundation. During a post-event field survey in November 2018, we sampled three transects for sediment analysis; two in Palu City and one on the eastern coast of Palu Bay. The tsunami deposits in Palu City are predominantly massive, fine- to medium-grained sand in thin layers (<5 cm) with patchy distribution of sediments. In contrast, sediments present near Pantoloan on the east coast of Palu Bay were coarser (medium- to coarse-grained sand), thicker (up to 12 cm) and more continuous. These tsunami deposits exhibited fining and thinning landwards, and are characterized by a continuous sand sheet that extends up to 250 m inland with few post depositional changes. The grain size ranges from coarse-grained sand to silty-fine-grained sand at the landward extent. The Pantoloan site also contained wave-transported blocks of sea wall weighing up to 4.7 t in addition to sandy deposits. The blocks together with grain size data suggest that water velocities reached 3 m.s-1 at more than 130 m from the coast. The tsunami deposits of Palu Bay generally exhibit sedimentological and stratigraphic characteristics shared by storm and tsunami deposits, which maybe be ascribed to the short wave length, relatively low power and short-term inundation of the tsunami and the limited availability of sediments in the nearshore environment.
How to cite: Switzer, A. D., Majewski, J. M., Guan, R. YS., Benazir, B., Meilianda, E., Parham, P., Weiss, R., Martin, S., Jordan, C., Pilarczyk, J. E., and Horton, B. P.: Sediment analysis and modelling reveal short inundation distances and low onshore flow speed of the 2018 Palu-Donggala tsunami in Indonesia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6822, https://doi.org/10.5194/egusphere-egu21-6822, 2021.
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On 28 September 2018, a magnitude 7.5 earthquake struck north of Palu, Central Sulawesi, Indonesia. The earthquake generated a tsunami with inundation depths of up to 7.5 m and run-up of up to 10 m above sea level. Inundation distances were only partly topography dependent and reached less than 400 m inland even where terrain did not rise steeply beyond that point. A subsequent tsunami was generated by a combination of minor fault displacement and multiple submarine landslides. In places, co-seismic coastal subsidence of >1 m exacerbated the tsunami inundation. During a post-event field survey in November 2018, we sampled three transects for sediment analysis; two in Palu City and one on the eastern coast of Palu Bay. The tsunami deposits in Palu City are predominantly massive, fine- to medium-grained sand in thin layers (<5 cm) with patchy distribution of sediments. In contrast, sediments present near Pantoloan on the east coast of Palu Bay were coarser (medium- to coarse-grained sand), thicker (up to 12 cm) and more continuous. These tsunami deposits exhibited fining and thinning landwards, and are characterized by a continuous sand sheet that extends up to 250 m inland with few post depositional changes. The grain size ranges from coarse-grained sand to silty-fine-grained sand at the landward extent. The Pantoloan site also contained wave-transported blocks of sea wall weighing up to 4.7 t in addition to sandy deposits. The blocks together with grain size data suggest that water velocities reached 3 m.s-1 at more than 130 m from the coast. The tsunami deposits of Palu Bay generally exhibit sedimentological and stratigraphic characteristics shared by storm and tsunami deposits, which maybe be ascribed to the short wave length, relatively low power and short-term inundation of the tsunami and the limited availability of sediments in the nearshore environment.
How to cite: Switzer, A. D., Majewski, J. M., Guan, R. YS., Benazir, B., Meilianda, E., Parham, P., Weiss, R., Martin, S., Jordan, C., Pilarczyk, J. E., and Horton, B. P.: Sediment analysis and modelling reveal short inundation distances and low onshore flow speed of the 2018 Palu-Donggala tsunami in Indonesia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6822, https://doi.org/10.5194/egusphere-egu21-6822, 2021.
EGU21-10419 | vPICO presentations | NH5.3
Assessing the rate of post-depositional change within the 2004 Indian Ocean tsunami deposit: implications for long-term records of paleotsunamisLillian Pearson, Jessica Pilarczyk, Andrea Hawkes, Chris Gouramanis, Jędrzej Majewski, Nazli Ismail, Tomi Afrizal, and Benjamin Horton
Foraminifera are commonly used to examine patterns of tsunami inundation occurring over centennial to millennial timescales. However, the impacts of post-depositional change on geologic reconstructions is unknown. In tropical environments, the taphonomic character (i.e. test surface condition) of a foraminifer can deteriorate, rendering them unidentifiable, and in the worst case, dissolve them entirely. Here, we investigate the rates and extent of post-depositional change associated with the foraminiferal assemblages found within the 2004 Indian Ocean Tsunami (IOT) deposit over a 15-year time interval in Aceh, Indonesia from 2007 to 2019.
The IOT deposit consisted of a 13-18cm thick, medium-fine sand unit that sharply overlays a muddy sand contact. During the 15-year time series analysis, the IOT deposit remained a consistent thickness and maintained easily recognizable stratigraphical contacts between the overlying soil layer and the underlying mud layer. The overlying soil layer increased in thickness from 2cm in 2007 to 6cm in 2019 and resulted in roots bioturbating the IOT deposit. Calcareous taxa dominated the IOT deposit assemblage, where hyaline taxa accounted for 62% of the assemblage, porcelaneous taxa for 34% of the assemblage and agglutinated taxa for 4% of the assemblage. The concentration of calcareous foraminifera within the tsunami deposit decreased by 5% from 2007 to 2019. This trend is attributable to the high abundance of delicate porcelaneous tests, which are more susceptible to post-depositional processes than the more robust hyaline tests. The taphonomic character of the foraminiferal assemblage became more corraded (dissolved, abraded and/or pitted) over the 15-year period. The relative abundance of corraded individuals within the foraminiferal assemblage increased by 4% in the IOT deposit, to reach a relative abundance of 50% by 2019 compared to 46% in 2007. Our results indicate that there is minimal change occurring within the deposit and presents good evidence that microfossils can be used as reliable indictors of tsunami origin and to identify characteristics of a tsunami deposit. While it is minimal, we recommend that post-depositional change should still be considered, especially with regards to the more delicate porcelaneous tests and over longer taphonomic timescales.
How to cite: Pearson, L., Pilarczyk, J., Hawkes, A., Gouramanis, C., Majewski, J., Ismail, N., Afrizal, T., and Horton, B.: Assessing the rate of post-depositional change within the 2004 Indian Ocean tsunami deposit: implications for long-term records of paleotsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10419, https://doi.org/10.5194/egusphere-egu21-10419, 2021.
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Foraminifera are commonly used to examine patterns of tsunami inundation occurring over centennial to millennial timescales. However, the impacts of post-depositional change on geologic reconstructions is unknown. In tropical environments, the taphonomic character (i.e. test surface condition) of a foraminifer can deteriorate, rendering them unidentifiable, and in the worst case, dissolve them entirely. Here, we investigate the rates and extent of post-depositional change associated with the foraminiferal assemblages found within the 2004 Indian Ocean Tsunami (IOT) deposit over a 15-year time interval in Aceh, Indonesia from 2007 to 2019.
The IOT deposit consisted of a 13-18cm thick, medium-fine sand unit that sharply overlays a muddy sand contact. During the 15-year time series analysis, the IOT deposit remained a consistent thickness and maintained easily recognizable stratigraphical contacts between the overlying soil layer and the underlying mud layer. The overlying soil layer increased in thickness from 2cm in 2007 to 6cm in 2019 and resulted in roots bioturbating the IOT deposit. Calcareous taxa dominated the IOT deposit assemblage, where hyaline taxa accounted for 62% of the assemblage, porcelaneous taxa for 34% of the assemblage and agglutinated taxa for 4% of the assemblage. The concentration of calcareous foraminifera within the tsunami deposit decreased by 5% from 2007 to 2019. This trend is attributable to the high abundance of delicate porcelaneous tests, which are more susceptible to post-depositional processes than the more robust hyaline tests. The taphonomic character of the foraminiferal assemblage became more corraded (dissolved, abraded and/or pitted) over the 15-year period. The relative abundance of corraded individuals within the foraminiferal assemblage increased by 4% in the IOT deposit, to reach a relative abundance of 50% by 2019 compared to 46% in 2007. Our results indicate that there is minimal change occurring within the deposit and presents good evidence that microfossils can be used as reliable indictors of tsunami origin and to identify characteristics of a tsunami deposit. While it is minimal, we recommend that post-depositional change should still be considered, especially with regards to the more delicate porcelaneous tests and over longer taphonomic timescales.
How to cite: Pearson, L., Pilarczyk, J., Hawkes, A., Gouramanis, C., Majewski, J., Ismail, N., Afrizal, T., and Horton, B.: Assessing the rate of post-depositional change within the 2004 Indian Ocean tsunami deposit: implications for long-term records of paleotsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10419, https://doi.org/10.5194/egusphere-egu21-10419, 2021.
EGU21-9341 | vPICO presentations | NH5.3
Extending the paleo-tsunami record along the west coast of Sumatra, IndonesiaJędrzej Majewski, Patrick Daly, Adam Switzer, Nazli Ismail, Tomi Afrizal, and Benjamin Horton
The 2004 Indian Ocean Tsunami tragically underscored the practical implication of understanding the Sumatran subduction zone and its tsunami potential. Further paleo-tsunami research is needed to fully inform the assessment of future tsunami hazards for coastal regions of the Indian Ocean. However, the Covid-19 pandemic has severely limited the ability of many international teams to conduct field investigations of paleo-tsunami sites in Southeast Asia. In collaboration between Syiah Kuala University in Indonesia and Nanyang Technological University in Singapore our team has been investigating the paleo-tsunami history of Sumatra for more than 10 years. This year, in order to facilitate training of junior staff at Syiah Kuala University we recorded a number of coring, sampling and sediment description videos combined with virtual workshops. Written material, as well as regular meetings via zoom, have made co-ordination of fieldwork possible. We also uploaded all data to cloud services immediately following fieldwork to allow everyone in the project to have access to it quickly. This data now consists of more than 500 photographs, field description files, and field reports.
Previously our efforts have concentrated along the northern half of the Aceh province, which was devastated by the 2004 Indian Ocean Tsunami. Over the past 12 months, we have extended our field research ~250 km southwards along the western coastline of Sumatra. Despite the pandemic, we have been able to investigate 4 new coastal wetland sites and identify between 1 and 5 potential paleo-tsunami layers at each site at depths of 1.7 to 4.5 m. More than 50 samples of the sediments have been sampled and are currently being analyzed to confirm their marine origin and the chronology of the events they represent.
How to cite: Majewski, J., Daly, P., Switzer, A., Ismail, N., Afrizal, T., and Horton, B.: Extending the paleo-tsunami record along the west coast of Sumatra, Indonesia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9341, https://doi.org/10.5194/egusphere-egu21-9341, 2021.
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The 2004 Indian Ocean Tsunami tragically underscored the practical implication of understanding the Sumatran subduction zone and its tsunami potential. Further paleo-tsunami research is needed to fully inform the assessment of future tsunami hazards for coastal regions of the Indian Ocean. However, the Covid-19 pandemic has severely limited the ability of many international teams to conduct field investigations of paleo-tsunami sites in Southeast Asia. In collaboration between Syiah Kuala University in Indonesia and Nanyang Technological University in Singapore our team has been investigating the paleo-tsunami history of Sumatra for more than 10 years. This year, in order to facilitate training of junior staff at Syiah Kuala University we recorded a number of coring, sampling and sediment description videos combined with virtual workshops. Written material, as well as regular meetings via zoom, have made co-ordination of fieldwork possible. We also uploaded all data to cloud services immediately following fieldwork to allow everyone in the project to have access to it quickly. This data now consists of more than 500 photographs, field description files, and field reports.
Previously our efforts have concentrated along the northern half of the Aceh province, which was devastated by the 2004 Indian Ocean Tsunami. Over the past 12 months, we have extended our field research ~250 km southwards along the western coastline of Sumatra. Despite the pandemic, we have been able to investigate 4 new coastal wetland sites and identify between 1 and 5 potential paleo-tsunami layers at each site at depths of 1.7 to 4.5 m. More than 50 samples of the sediments have been sampled and are currently being analyzed to confirm their marine origin and the chronology of the events they represent.
How to cite: Majewski, J., Daly, P., Switzer, A., Ismail, N., Afrizal, T., and Horton, B.: Extending the paleo-tsunami record along the west coast of Sumatra, Indonesia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9341, https://doi.org/10.5194/egusphere-egu21-9341, 2021.
EGU21-3354 | vPICO presentations | NH5.3 | Highlight
Historical evidence warns about disastrous tele-tsunami risk on the coast of East Africa.Vittorio Maselli, Davide Oppo, Andrew Moore, Aditya Gusman, Cassy Mtelela, David Iacopini, Elisante Mshiu, Elinaza Mjema, Marco Taviani, and Joseph Ortiz
The 2004 tsunami killed more than 200,000 people in Asia, but fewer than 300 in all East Africa. As a result, the search for ancient precursors has focused primarily along the coastlines of the Northern and Eastern Indian Ocean. No efforts to study past events were made in East Africa, leading to an underestimation of the tsunami risk in the region. Here we document a 1,000-yr old event that devastated a coastal Swahili settlement in Tanzania. Our study suggests a tsunami wave as the most likely explanation, in agreement with coeval tsunami deposits elsewhere across the Indian Ocean. Numerical simulations of tsunami flooding suggest a megathrust earthquake from the Andaman-Sumatra subduction zone as a potential source, with a larger magnitude than the 2004 event. Our findings indicate that tele-tsunamis represent a serious threat to coastal societies along the Western Indian Ocean, with implications for future tsunami hazard and risk assessments.
How to cite: Maselli, V., Oppo, D., Moore, A., Gusman, A., Mtelela, C., Iacopini, D., Mshiu, E., Mjema, E., Taviani, M., and Ortiz, J.: Historical evidence warns about disastrous tele-tsunami risk on the coast of East Africa., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3354, https://doi.org/10.5194/egusphere-egu21-3354, 2021.
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The 2004 tsunami killed more than 200,000 people in Asia, but fewer than 300 in all East Africa. As a result, the search for ancient precursors has focused primarily along the coastlines of the Northern and Eastern Indian Ocean. No efforts to study past events were made in East Africa, leading to an underestimation of the tsunami risk in the region. Here we document a 1,000-yr old event that devastated a coastal Swahili settlement in Tanzania. Our study suggests a tsunami wave as the most likely explanation, in agreement with coeval tsunami deposits elsewhere across the Indian Ocean. Numerical simulations of tsunami flooding suggest a megathrust earthquake from the Andaman-Sumatra subduction zone as a potential source, with a larger magnitude than the 2004 event. Our findings indicate that tele-tsunamis represent a serious threat to coastal societies along the Western Indian Ocean, with implications for future tsunami hazard and risk assessments.
How to cite: Maselli, V., Oppo, D., Moore, A., Gusman, A., Mtelela, C., Iacopini, D., Mshiu, E., Mjema, E., Taviani, M., and Ortiz, J.: Historical evidence warns about disastrous tele-tsunami risk on the coast of East Africa., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3354, https://doi.org/10.5194/egusphere-egu21-3354, 2021.
EGU21-818 | vPICO presentations | NH5.3
The Tahaddart estuary, NW of Morocco: evidence of marine submersion events during the last 3500 yearsOtmane Khalfaoui, laurent Dezileau, Jean-Philippe Degeai, and Maria Snoussi
The Atlantic coast of Morocco has been confronted with several marine submersion events. Historically, some of them have resulted in significant economic and human damage, including the 1755 AD event (known as the tsunami of Lisbon). This indicates the need to implement adaptation and mitigation strategies, based on long-term studies of these extreme events to deduce their spatial and temporal variability. Using two cores (TAH17-1 and TAH17-3) collected from the Tahaddart estuary (NW of Morocco), this work aims to identify deposits, set up by these high energy events during the mid to late Holocene period. The sedimentological, geochemical and geochronological analyses carried out on these geological archives show two fining-upward sequences, indicating a progressive change from a purely sandy marine facies, between 6500 and 3500 BP, to another finer and more terrigenous one. The fine sedimentation, which has dominated in the estuary during the last 3500 years, has facilitated the recording of several marine submersion events in the form of isolated sandy layers. Chronological data have made it possible to date four deposits. Two (1-E1 and 3-E1) were put in place about 250 years ago, which corresponds, according to historical records, to the 1755 AD Lisbon tsunami. Two other deposits (1-E13 and 1-E14) are dated around 3200 BP and represent unknown submersion events on the Moroccan Atlantic coast.
How to cite: Khalfaoui, O., Dezileau, L., Degeai, J.-P., and Snoussi, M.: The Tahaddart estuary, NW of Morocco: evidence of marine submersion events during the last 3500 years , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-818, https://doi.org/10.5194/egusphere-egu21-818, 2021.
The Atlantic coast of Morocco has been confronted with several marine submersion events. Historically, some of them have resulted in significant economic and human damage, including the 1755 AD event (known as the tsunami of Lisbon). This indicates the need to implement adaptation and mitigation strategies, based on long-term studies of these extreme events to deduce their spatial and temporal variability. Using two cores (TAH17-1 and TAH17-3) collected from the Tahaddart estuary (NW of Morocco), this work aims to identify deposits, set up by these high energy events during the mid to late Holocene period. The sedimentological, geochemical and geochronological analyses carried out on these geological archives show two fining-upward sequences, indicating a progressive change from a purely sandy marine facies, between 6500 and 3500 BP, to another finer and more terrigenous one. The fine sedimentation, which has dominated in the estuary during the last 3500 years, has facilitated the recording of several marine submersion events in the form of isolated sandy layers. Chronological data have made it possible to date four deposits. Two (1-E1 and 3-E1) were put in place about 250 years ago, which corresponds, according to historical records, to the 1755 AD Lisbon tsunami. Two other deposits (1-E13 and 1-E14) are dated around 3200 BP and represent unknown submersion events on the Moroccan Atlantic coast.
How to cite: Khalfaoui, O., Dezileau, L., Degeai, J.-P., and Snoussi, M.: The Tahaddart estuary, NW of Morocco: evidence of marine submersion events during the last 3500 years , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-818, https://doi.org/10.5194/egusphere-egu21-818, 2021.
EGU21-12185 | vPICO presentations | NH5.3
The Phoenician settlement of Cerro del Villar (Málaga, southern Spain) and its natural vulnerabilityLisa Feist, Cristina Val-Peón, Margret Mathes-Schmidt, Lena Broer, Manuel Álvarez-Martí-Aguilar, Francisco Machuca-Prieto, José Suárez-Padilla, Juan Manuel Martín-Casado, and Klaus Reicherter
Tsunamis and other extreme wave events draw a severe threat to coastal populations today and in historic times. The ancient settlement of Cerro del Villar located in present-day Málaga, southern Spain, was built by Phoenicians around the second quarter of the 8th century BCE on a small sand bar (island) in the wide estuary of the Guadalhorce River. Later, the sand bar connected to the southern river bank and alluvial plane. Due to the low height above mean sea level, the site has been prone to river floodings, as well as extreme wave events of the Mediterranean Sea. In order to understand the palaeoenvironmental evolution and settlement history, as well as its vulnerability, it is important to analyse the nature of the events by dating and interpretation of the sedimentary record.
Here, we present first results of a short field campaign carried out in October 2019 at the western end of the Guadalhorce River palaeo-estuary, outside the boundaries of the archaeological zone. Two sediment cores (MAL-CV-1; ca. 3.70 m length and MAL-CV-2, ca. 4.69 m) were drilled southwest of the Phoenician site. A total of eight non-invasive ground-penetrating radar (GPR) profiles were carried out in the surroundings of the cores, and additional GPR profiles close to the beach were taken to understand the changes in the depositional environment along the coast. The cores cover a stratigraphy of three different sediment units: a basal sand unit representing a palaeo-beach, followed by a large silt and clay unit developed in a lagoon environment, and topped by another silt and clay unit representing floodplain conditions. At MAL-CV-1 two possible high-energy event units (Ey and Ez) interrupt the low-energy silt and clay units. At MAL-CV-2 event unit Ey is preserved as well, the other event unit Ez is concealed by an anthropogenic unit rich in ceramic, brick and glass fragments. GPR profiles show the same stratigraphy and allow a lateral continuation of the different units and event deposits. With the help of these GPR profiles, event unit Ez can be traced in-between the anthropogenic unit of MAL-CV-2. In terms of chronology, two radiocarbon dates establish the transition between the basal palaeo-beach and the lagoon at 4352-4325 cal. BC (6274-6301 cal. BP) and the anthropogenic layer to be younger than 2201-2126 cal. BC (4075-4150 cal. BP). The establishment of coastal freshwater lagoons with plentiful Hydrobia gastropods and ostracods resembles the last stage of post-glacial sea level rise in the Mediterranean. In the future, these promising first results will be extended by additional radiocarbon dates and a palynological study to better understand the climate and palaeoenvironmental evolution.
How to cite: Feist, L., Val-Peón, C., Mathes-Schmidt, M., Broer, L., Álvarez-Martí-Aguilar, M., Machuca-Prieto, F., Suárez-Padilla, J., Martín-Casado, J. M., and Reicherter, K.: The Phoenician settlement of Cerro del Villar (Málaga, southern Spain) and its natural vulnerability, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12185, https://doi.org/10.5194/egusphere-egu21-12185, 2021.
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Tsunamis and other extreme wave events draw a severe threat to coastal populations today and in historic times. The ancient settlement of Cerro del Villar located in present-day Málaga, southern Spain, was built by Phoenicians around the second quarter of the 8th century BCE on a small sand bar (island) in the wide estuary of the Guadalhorce River. Later, the sand bar connected to the southern river bank and alluvial plane. Due to the low height above mean sea level, the site has been prone to river floodings, as well as extreme wave events of the Mediterranean Sea. In order to understand the palaeoenvironmental evolution and settlement history, as well as its vulnerability, it is important to analyse the nature of the events by dating and interpretation of the sedimentary record.
Here, we present first results of a short field campaign carried out in October 2019 at the western end of the Guadalhorce River palaeo-estuary, outside the boundaries of the archaeological zone. Two sediment cores (MAL-CV-1; ca. 3.70 m length and MAL-CV-2, ca. 4.69 m) were drilled southwest of the Phoenician site. A total of eight non-invasive ground-penetrating radar (GPR) profiles were carried out in the surroundings of the cores, and additional GPR profiles close to the beach were taken to understand the changes in the depositional environment along the coast. The cores cover a stratigraphy of three different sediment units: a basal sand unit representing a palaeo-beach, followed by a large silt and clay unit developed in a lagoon environment, and topped by another silt and clay unit representing floodplain conditions. At MAL-CV-1 two possible high-energy event units (Ey and Ez) interrupt the low-energy silt and clay units. At MAL-CV-2 event unit Ey is preserved as well, the other event unit Ez is concealed by an anthropogenic unit rich in ceramic, brick and glass fragments. GPR profiles show the same stratigraphy and allow a lateral continuation of the different units and event deposits. With the help of these GPR profiles, event unit Ez can be traced in-between the anthropogenic unit of MAL-CV-2. In terms of chronology, two radiocarbon dates establish the transition between the basal palaeo-beach and the lagoon at 4352-4325 cal. BC (6274-6301 cal. BP) and the anthropogenic layer to be younger than 2201-2126 cal. BC (4075-4150 cal. BP). The establishment of coastal freshwater lagoons with plentiful Hydrobia gastropods and ostracods resembles the last stage of post-glacial sea level rise in the Mediterranean. In the future, these promising first results will be extended by additional radiocarbon dates and a palynological study to better understand the climate and palaeoenvironmental evolution.
How to cite: Feist, L., Val-Peón, C., Mathes-Schmidt, M., Broer, L., Álvarez-Martí-Aguilar, M., Machuca-Prieto, F., Suárez-Padilla, J., Martín-Casado, J. M., and Reicherter, K.: The Phoenician settlement of Cerro del Villar (Málaga, southern Spain) and its natural vulnerability, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12185, https://doi.org/10.5194/egusphere-egu21-12185, 2021.
EGU21-9104 | vPICO presentations | NH5.3
Evidence of tsunami deposits in East Tunisia coastline contemporaneous of the AD 365 Crete earthquake: Field data and modellingNejib Bahrouni, Mustapha Meghraoui, Hafize Başak Bayraktar, Stefano Lorito, Mohamed Fawzi Zagrarni, and Nabil Bel Mabrouk
New field investigations along the East Tunisian near Sfax coastline reveal sedimentary deposits that may account for a catastrophic event. The sedimentary unit is made of sand coarse gravels, limestone beach-rock, mixed with broken shells of marine gastropods and lamellibranch mollusks, bones and organic matter. Near Thyna, at El Amra site located north of Sfax city, 3.2 m to 3.6 m high late Quaternary coastal terraces are spread over the coastline; they contain a catastrophic deposit that often cover archeological sites of the Roman period. The stratigraphic units show a succession of sandy-silty paleosol truncated by 40 to 70-cm-thick catastrophic unit which is covered in some sites by fire remains overlain by a relatively thin (~10 cm) sandy-silty aeolian unit. The sedimentary succession ends with about 1-m-thick of alluvial deposits and paleosol units. Charcoal samples collected at 10 cm below and 4 cm above the catastrophic units provide radiocarbon dating 236 - 385 cal AD and 249 – 541 cal AD (2s), respectively. Radiocarbon ages bracket the catastrophic unit that may refer to the major tsunamigenic earthquake of 21 July 365 (Mw ~ 8) in west Crete (Greece) reported to have inundated coastlines of Sabratha in Libya and Alexandria in Egypt. The nonlinear shallow water Tsunami-HySEA code is used to perform numerical modelling using 2 different seismic sources comparable to that of the AD 365 Crete earthquake. They feature 2 principal mechanisms that accommodate the Nubia-Aegean convergence along the Hellenic Arc, namely a shallowly dipping thrust-faulting on the subduction interface, as well as a steeper splay faulting in the overriding material. The maximum tsunami wave heights distribution calculated along the Tunisia coast peak in both cases at about 3 meters. The run-up caused by these sources, also considering that we have used uniform slip on the causative fault, can be significantly higher. This proves that the tsunami waves may have reached Tunisia where several coastal cities where severely damaged and reported to have stopped their economic activity. With the identification of the 365 tsunami deposits in eastern coast of Tunisia, the tsunami hazard and risk associated with a major earthquake from the western Hellenic subduction zone cannot be ruled out.
How to cite: Bahrouni, N., Meghraoui, M., Bayraktar, H. B., Lorito, S., Zagrarni, M. F., and Bel Mabrouk, N.: Evidence of tsunami deposits in East Tunisia coastline contemporaneous of the AD 365 Crete earthquake: Field data and modelling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9104, https://doi.org/10.5194/egusphere-egu21-9104, 2021.
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New field investigations along the East Tunisian near Sfax coastline reveal sedimentary deposits that may account for a catastrophic event. The sedimentary unit is made of sand coarse gravels, limestone beach-rock, mixed with broken shells of marine gastropods and lamellibranch mollusks, bones and organic matter. Near Thyna, at El Amra site located north of Sfax city, 3.2 m to 3.6 m high late Quaternary coastal terraces are spread over the coastline; they contain a catastrophic deposit that often cover archeological sites of the Roman period. The stratigraphic units show a succession of sandy-silty paleosol truncated by 40 to 70-cm-thick catastrophic unit which is covered in some sites by fire remains overlain by a relatively thin (~10 cm) sandy-silty aeolian unit. The sedimentary succession ends with about 1-m-thick of alluvial deposits and paleosol units. Charcoal samples collected at 10 cm below and 4 cm above the catastrophic units provide radiocarbon dating 236 - 385 cal AD and 249 – 541 cal AD (2s), respectively. Radiocarbon ages bracket the catastrophic unit that may refer to the major tsunamigenic earthquake of 21 July 365 (Mw ~ 8) in west Crete (Greece) reported to have inundated coastlines of Sabratha in Libya and Alexandria in Egypt. The nonlinear shallow water Tsunami-HySEA code is used to perform numerical modelling using 2 different seismic sources comparable to that of the AD 365 Crete earthquake. They feature 2 principal mechanisms that accommodate the Nubia-Aegean convergence along the Hellenic Arc, namely a shallowly dipping thrust-faulting on the subduction interface, as well as a steeper splay faulting in the overriding material. The maximum tsunami wave heights distribution calculated along the Tunisia coast peak in both cases at about 3 meters. The run-up caused by these sources, also considering that we have used uniform slip on the causative fault, can be significantly higher. This proves that the tsunami waves may have reached Tunisia where several coastal cities where severely damaged and reported to have stopped their economic activity. With the identification of the 365 tsunami deposits in eastern coast of Tunisia, the tsunami hazard and risk associated with a major earthquake from the western Hellenic subduction zone cannot be ruled out.
How to cite: Bahrouni, N., Meghraoui, M., Bayraktar, H. B., Lorito, S., Zagrarni, M. F., and Bel Mabrouk, N.: Evidence of tsunami deposits in East Tunisia coastline contemporaneous of the AD 365 Crete earthquake: Field data and modelling , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9104, https://doi.org/10.5194/egusphere-egu21-9104, 2021.
EGU21-586 | vPICO presentations | NH5.3 | Highlight
Oral legend and geological evidence for a 16th century giant tsunami in Kiribati, central PacificJames Terry, Robert Karoro, Gennady Gienko, Marta Wieczorek, and Annie Lau
Within Oceania, the vast Central and Western Pacific (CEWEP) is an intriguing anomaly because of the scarcity of historical tsunami observations and the complete absence of dated palaeotsunami events. This study establishes the first dated high-magnitude palaeotsunami event within the CEWEP region. Both geological data and oral legend are presented for a palaeotsunami that struck remote Makin atoll in northernmost Kiribati towards the end of the 16th century. Narration of the euhemeristic myth by the Wiin te Maneaba, traditional storyteller on Makin, offered important details supporting a tsunami hypothesis. The legend preserves credible information surrounding the giant-wave origin of Rebua and Tokia, two prominent named subaerial reefblocks of megaclast size that were produced and transported shorewards away from the reef edge by the event. The youngest U-Th age-dates for fossil coral samples in the reefblocks give a maximum age for the palaeotsunami of circa AD 1576. Several far-field Pacific Rim and regional possibilities exist for tsunamigenesis. These include subduction-zone seismicity and catastrophic volcanic eruption, both of which have been linked to late 15th century palaeotsunamis recorded elsewhere in the Pacific Islands. Available evidence, however, suggests that the ~AD 1576 Makin event was more likely locally generated by tsunamigenic submarine slope failure associated with the giant arcuate bight structure that characterises the northern atoll rim.
How to cite: Terry, J., Karoro, R., Gienko, G., Wieczorek, M., and Lau, A.: Oral legend and geological evidence for a 16th century giant tsunami in Kiribati, central Pacific, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-586, https://doi.org/10.5194/egusphere-egu21-586, 2021.
Please decide on your access
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Within Oceania, the vast Central and Western Pacific (CEWEP) is an intriguing anomaly because of the scarcity of historical tsunami observations and the complete absence of dated palaeotsunami events. This study establishes the first dated high-magnitude palaeotsunami event within the CEWEP region. Both geological data and oral legend are presented for a palaeotsunami that struck remote Makin atoll in northernmost Kiribati towards the end of the 16th century. Narration of the euhemeristic myth by the Wiin te Maneaba, traditional storyteller on Makin, offered important details supporting a tsunami hypothesis. The legend preserves credible information surrounding the giant-wave origin of Rebua and Tokia, two prominent named subaerial reefblocks of megaclast size that were produced and transported shorewards away from the reef edge by the event. The youngest U-Th age-dates for fossil coral samples in the reefblocks give a maximum age for the palaeotsunami of circa AD 1576. Several far-field Pacific Rim and regional possibilities exist for tsunamigenesis. These include subduction-zone seismicity and catastrophic volcanic eruption, both of which have been linked to late 15th century palaeotsunamis recorded elsewhere in the Pacific Islands. Available evidence, however, suggests that the ~AD 1576 Makin event was more likely locally generated by tsunamigenic submarine slope failure associated with the giant arcuate bight structure that characterises the northern atoll rim.
How to cite: Terry, J., Karoro, R., Gienko, G., Wieczorek, M., and Lau, A.: Oral legend and geological evidence for a 16th century giant tsunami in Kiribati, central Pacific, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-586, https://doi.org/10.5194/egusphere-egu21-586, 2021.
EGU21-8583 | vPICO presentations | NH5.3
Significance of boulder shape for the transport of boulders by tsunamisJan Oetjen, Max Engel, and Holger Schüttrumpf
Physical experiments and numerical models support investigations on the transport of boulders by tsunamis, and based on this, on hydrodynamic characteristics of the tsunami itself. We conduct physical experiments in a flume applying idealized (cuboid) as well as a naturally shaped boulder, the latter representing a downscaled model from a field site on the island of Bonaire (Lesser Antilles, Caribbean Sea). Besides the boulder shape, we study the influence of shoreline morphology and pre-transport setting on boulder transport by a tsunami (Oetjen et al., 2020).
The physical experiments show that the interaction between bore and boulder differ significantly for the idealized and natural boulders. In our experiments, the natural boulder model consists of a lower drag coefficient, leading to lower flow disturbances and transport distances, and an increased entrainment threshold compared to the cuboid boulder. Subsequently, the natural boulder is thus transported approximately 30 % shorter than the cuboid one of same volume and weight. Since idealized shapes like cuboids are non-existent in nature, the results indicate that existing equations predicting entrainment thresholds or transport distances, overestimate the actual values. However, it is not clear to which amount the influence of the boulder shape is superimposed by other boulder and wave properties (e.g., ratio between wave velocity and boulder volume or weight) or local conditions (e.g., initial boulder submergence).
Furthermore, especially for experimental setups leading to high transport distances, significant fluctuations, of the transport distances are observed (up to 650 % in a single setup). This shows the sensitivity and complexity of coastal boulder transport and clarifies, that evaluating such processes in nature need to be conducted as accurate as possible while attributing to the large uncertainties associated with the transport process which might not be solvable for particular events (e.g., due to remobilization processes or unknown transport mode).
For most transport properties our findings are in line with previous studies. However, in contrast to some of them, we only observe sliding transport and higher variations in the transport distances. A large percentage of the deviations between our results and other studies, may also be related to divergent experimental setups, especially in terms of wave - boulder property ratios (e.g., increased ratios between boulder density and wave height/velocity).
Subsequently, comparisons between the findings of different studies are not straightforward. For simplifying this, we suppose a more coordinated research approach based on a standardized experimental setup. Such a setup would allow research to focus on single parameters and an easier comparison of results from other research groups, flumes and experimental campaigns.
Oetjen, J., Engel, M., Pudasaini, S.P., and Schuettrumpf, H.: Significance of boulder shape, shoreline configuration and pre‐transport setting for the transport of boulders by tsunamis. Earth Surf. Proc. Landforms, 45, 2118–2133, 2020, https://doi.org/10.1002/esp.4870.
How to cite: Oetjen, J., Engel, M., and Schüttrumpf, H.: Significance of boulder shape for the transport of boulders by tsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8583, https://doi.org/10.5194/egusphere-egu21-8583, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Physical experiments and numerical models support investigations on the transport of boulders by tsunamis, and based on this, on hydrodynamic characteristics of the tsunami itself. We conduct physical experiments in a flume applying idealized (cuboid) as well as a naturally shaped boulder, the latter representing a downscaled model from a field site on the island of Bonaire (Lesser Antilles, Caribbean Sea). Besides the boulder shape, we study the influence of shoreline morphology and pre-transport setting on boulder transport by a tsunami (Oetjen et al., 2020).
The physical experiments show that the interaction between bore and boulder differ significantly for the idealized and natural boulders. In our experiments, the natural boulder model consists of a lower drag coefficient, leading to lower flow disturbances and transport distances, and an increased entrainment threshold compared to the cuboid boulder. Subsequently, the natural boulder is thus transported approximately 30 % shorter than the cuboid one of same volume and weight. Since idealized shapes like cuboids are non-existent in nature, the results indicate that existing equations predicting entrainment thresholds or transport distances, overestimate the actual values. However, it is not clear to which amount the influence of the boulder shape is superimposed by other boulder and wave properties (e.g., ratio between wave velocity and boulder volume or weight) or local conditions (e.g., initial boulder submergence).
Furthermore, especially for experimental setups leading to high transport distances, significant fluctuations, of the transport distances are observed (up to 650 % in a single setup). This shows the sensitivity and complexity of coastal boulder transport and clarifies, that evaluating such processes in nature need to be conducted as accurate as possible while attributing to the large uncertainties associated with the transport process which might not be solvable for particular events (e.g., due to remobilization processes or unknown transport mode).
For most transport properties our findings are in line with previous studies. However, in contrast to some of them, we only observe sliding transport and higher variations in the transport distances. A large percentage of the deviations between our results and other studies, may also be related to divergent experimental setups, especially in terms of wave - boulder property ratios (e.g., increased ratios between boulder density and wave height/velocity).
Subsequently, comparisons between the findings of different studies are not straightforward. For simplifying this, we suppose a more coordinated research approach based on a standardized experimental setup. Such a setup would allow research to focus on single parameters and an easier comparison of results from other research groups, flumes and experimental campaigns.
Oetjen, J., Engel, M., Pudasaini, S.P., and Schuettrumpf, H.: Significance of boulder shape, shoreline configuration and pre‐transport setting for the transport of boulders by tsunamis. Earth Surf. Proc. Landforms, 45, 2118–2133, 2020, https://doi.org/10.1002/esp.4870.
How to cite: Oetjen, J., Engel, M., and Schüttrumpf, H.: Significance of boulder shape for the transport of boulders by tsunamis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8583, https://doi.org/10.5194/egusphere-egu21-8583, 2021.
EGU21-7686 | vPICO presentations | NH5.3
Reconstructing Boulder Deposition Histories: Extreme Wave Signatures on MaltaDerek Mottershead
EGU Abstract
Reconstructing Boulder Deposition Histories: Extreme Wave Signatures on Malta
The Maltese archipelago, a group of 5 small island sits in the Central Mediterranean Sea, some 90-100 km directly south of Sicily. It is ideally located to capture evidence of major events through the Mediterranean Sea. Its eastern seaboard, in particular, is able to record tsunamis arising from the Hellenic Arc, some 600 km to the east at elevations up to ~ 20 m asl. We here study extreme wave signatures at Zonqor in SE Malta (the main island), on a strip of coastal terrain unsullied by urbanisation on which tsunami signatures are abundant and well preserved.
The Zonqor coastline displays an exceptional range of geomorphic signatures of extreme sea wave events. This study brings together evidence acquired from field survey, analysis of time-sequential aerial and satellite imagery, and hydrodynamic modelling to investigate the histories of boulder groups identified by their intrinsic and contextual characteristics.
Clear differences are revealed between the distribution of boulders recently moved (Recent Movers) and those evidently of considerable age (Ancient Movers). Tracking the movement of boulders by aerial photography since 1957, and satellite imagery and field observations more recently, confirms that storms of surprisingly frequent interval are capable of driving complex boulder movements. This includes the lifting of boulders of up to 7 m in length. Scrutiny of the ancient boulders, including extreme weathering features is indicative of longterm in-situ post transportation residence. It also reveals fascinating landward-facing (reverse) imbrication indicative of a very powerful return flow, cautiously suggesting tsunami(s) as the agent of their emplacement.
A novel method, including due attention to the Froude number, is developed for depicting velocity decay profiles of hypothetical design waves, thereby overcoming some of the limitations of the Nott approach. Applied here, the wave run-up context further sets the ancient movers apart from their recent mover companions.
The combined evidence implies a palimpsestic landscape where storm waves are regular geomorphic agents that add to and rework the distribution of boulders close to the shoreline, whilst over long time periods the boulder landscape becomes reset by tsunami, a concept that is of value to agencies in Malta responsible for coastal safety, planning and management.
Derek Mottershead
01/2021
How to cite: Mottershead, D.: Reconstructing Boulder Deposition Histories: Extreme Wave Signatures on Malta, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7686, https://doi.org/10.5194/egusphere-egu21-7686, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
EGU Abstract
Reconstructing Boulder Deposition Histories: Extreme Wave Signatures on Malta
The Maltese archipelago, a group of 5 small island sits in the Central Mediterranean Sea, some 90-100 km directly south of Sicily. It is ideally located to capture evidence of major events through the Mediterranean Sea. Its eastern seaboard, in particular, is able to record tsunamis arising from the Hellenic Arc, some 600 km to the east at elevations up to ~ 20 m asl. We here study extreme wave signatures at Zonqor in SE Malta (the main island), on a strip of coastal terrain unsullied by urbanisation on which tsunami signatures are abundant and well preserved.
The Zonqor coastline displays an exceptional range of geomorphic signatures of extreme sea wave events. This study brings together evidence acquired from field survey, analysis of time-sequential aerial and satellite imagery, and hydrodynamic modelling to investigate the histories of boulder groups identified by their intrinsic and contextual characteristics.
Clear differences are revealed between the distribution of boulders recently moved (Recent Movers) and those evidently of considerable age (Ancient Movers). Tracking the movement of boulders by aerial photography since 1957, and satellite imagery and field observations more recently, confirms that storms of surprisingly frequent interval are capable of driving complex boulder movements. This includes the lifting of boulders of up to 7 m in length. Scrutiny of the ancient boulders, including extreme weathering features is indicative of longterm in-situ post transportation residence. It also reveals fascinating landward-facing (reverse) imbrication indicative of a very powerful return flow, cautiously suggesting tsunami(s) as the agent of their emplacement.
A novel method, including due attention to the Froude number, is developed for depicting velocity decay profiles of hypothetical design waves, thereby overcoming some of the limitations of the Nott approach. Applied here, the wave run-up context further sets the ancient movers apart from their recent mover companions.
The combined evidence implies a palimpsestic landscape where storm waves are regular geomorphic agents that add to and rework the distribution of boulders close to the shoreline, whilst over long time periods the boulder landscape becomes reset by tsunami, a concept that is of value to agencies in Malta responsible for coastal safety, planning and management.
Derek Mottershead
01/2021
How to cite: Mottershead, D.: Reconstructing Boulder Deposition Histories: Extreme Wave Signatures on Malta, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7686, https://doi.org/10.5194/egusphere-egu21-7686, 2021.
EGU21-8983 | vPICO presentations | NH5.3
Water Over the Bridge: Can We Connect Tree Rings and Overwash Deposits to Understand Regional Tropical Cyclone Variability?Joshua Bregy, Justin Maxwell, Grant Harley, and Emily Elliott
Despite significant advances in methods, reconstructions using multiple proxies are uncommon in paleotempestology. Studies employing multiproxy techniques often rely on homologous proxies (e.g., grain-size distribution and organic content, or total ring width and maximum latewood density) that complement one another as they often reflect similar processes occurring within tropical cyclones. Unifying seemingly diametric proxies (i.e., tree rings and overwash deposits) receives less attention as they typically record different aspects of a tropical cyclone over substantially different temporal resolutions. However, given the spatial characteristics of storm-related hazards, tree rings and overwash might be far more complementary than previously thought. Here, I present work reconstructing tropical cyclone rainfall using tree rings, from which I develop frequency curves based on the number of years receiving tropical cyclone rainfall amounts ≥75th percentile. Using this new metric, I compare tree-ring-based reconstructions with near-annually- to decadally-resolved sediment records from Florida and The Bahamas. Through this comparison, I demonstrate both synchronous and asynchronous behavior between records, highlighting the possible presence of regional signatures and climate controls in storm activity. While there remain numerous discrepancies between these records, this comparison serves as an example that these proxies augment one another when viewed through the lens of regional shifts in the hurricane climate. Given that trees respond to the widespread footprint of tropical cyclone rainfall, independent of storm intensity, tree rings may better capture regional changes in storm activity. As such, turning to the shorter, yet higher-resolution tree-ring record can provide additional context to active and quiescent intervals observed in overwash records, especially at sites with a higher sensitivity threshold. Comparing these two proxies is still in its infancy; however, we can use techniques unique to a particular proxy to produce analogous records of tropical cyclone activity. In addition to developing analogous records, is important to explore nontraditional signals of tropical cyclones in these proxies. In particular, I will discuss two approaches that could be key for developing holistic records of storm activity in the Gulf of Mexico. The first uses growth suppressions and geochemical signals in coastal trees in response to saltwater intrusion, while the second examines the sedimentary and geochemical signature of inland flooding from tropical cyclones. The advancement of paleotempestology necessitates developing multiproxy reconstructions. All of these novel approaches and proxies complement records of overwash, which is one of the few proxies able to provide a quantitative estimate of storm magnitude. Moreover, using these proxies in conjunction with one another is critical for understanding changes in the regional hurricane climate and reducing the manifold risks associated with tropical cyclones.
How to cite: Bregy, J., Maxwell, J., Harley, G., and Elliott, E.: Water Over the Bridge: Can We Connect Tree Rings and Overwash Deposits to Understand Regional Tropical Cyclone Variability?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8983, https://doi.org/10.5194/egusphere-egu21-8983, 2021.
Despite significant advances in methods, reconstructions using multiple proxies are uncommon in paleotempestology. Studies employing multiproxy techniques often rely on homologous proxies (e.g., grain-size distribution and organic content, or total ring width and maximum latewood density) that complement one another as they often reflect similar processes occurring within tropical cyclones. Unifying seemingly diametric proxies (i.e., tree rings and overwash deposits) receives less attention as they typically record different aspects of a tropical cyclone over substantially different temporal resolutions. However, given the spatial characteristics of storm-related hazards, tree rings and overwash might be far more complementary than previously thought. Here, I present work reconstructing tropical cyclone rainfall using tree rings, from which I develop frequency curves based on the number of years receiving tropical cyclone rainfall amounts ≥75th percentile. Using this new metric, I compare tree-ring-based reconstructions with near-annually- to decadally-resolved sediment records from Florida and The Bahamas. Through this comparison, I demonstrate both synchronous and asynchronous behavior between records, highlighting the possible presence of regional signatures and climate controls in storm activity. While there remain numerous discrepancies between these records, this comparison serves as an example that these proxies augment one another when viewed through the lens of regional shifts in the hurricane climate. Given that trees respond to the widespread footprint of tropical cyclone rainfall, independent of storm intensity, tree rings may better capture regional changes in storm activity. As such, turning to the shorter, yet higher-resolution tree-ring record can provide additional context to active and quiescent intervals observed in overwash records, especially at sites with a higher sensitivity threshold. Comparing these two proxies is still in its infancy; however, we can use techniques unique to a particular proxy to produce analogous records of tropical cyclone activity. In addition to developing analogous records, is important to explore nontraditional signals of tropical cyclones in these proxies. In particular, I will discuss two approaches that could be key for developing holistic records of storm activity in the Gulf of Mexico. The first uses growth suppressions and geochemical signals in coastal trees in response to saltwater intrusion, while the second examines the sedimentary and geochemical signature of inland flooding from tropical cyclones. The advancement of paleotempestology necessitates developing multiproxy reconstructions. All of these novel approaches and proxies complement records of overwash, which is one of the few proxies able to provide a quantitative estimate of storm magnitude. Moreover, using these proxies in conjunction with one another is critical for understanding changes in the regional hurricane climate and reducing the manifold risks associated with tropical cyclones.
How to cite: Bregy, J., Maxwell, J., Harley, G., and Elliott, E.: Water Over the Bridge: Can We Connect Tree Rings and Overwash Deposits to Understand Regional Tropical Cyclone Variability?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8983, https://doi.org/10.5194/egusphere-egu21-8983, 2021.
EGU21-10233 | vPICO presentations | NH5.3
Distinguishing between hurricane and tsunami deposition using modern analogues from Anegada, British Virgin Islands (BVI)Jessica Pilarczyk, Michaela Spiske, and Stephen Mitchell
Tsunamis and land-falling hurricanes pose an economic and environmental hazard to coastlines of the Caribbean and Gulf of Mexico. Patterns of their frequency and intensity remain unclear in part because detailed long-term records are limited to only a few locations, but also because of uncertainties associated with interpreting the geologic record (e.g., preservation/erosion of older deposits, distinguishing between storm and tsunami deposition). The seemingly unprecedented generation of four intense storms during the 2017 hurricane season highlights the uncertainty surrounding the geographic and temporal controls on hurricanes in the Atlantic region. Similarly, the historical record and recent modeling studies indicate that the region is susceptible to both far-field (e.g., 1755 Lisbon tsunami) and near-field (e.g., originating from the Puerto Rico trench) tsunamis. We improve upon this uncertainty by comparing the sedimentological characteristics of two modern analogues from Anegada, BVI: sediments deposited by the 1755 Lisbon tsunami and those deposited in 2017 by Hurricane Irma. The 1755 Lisbon tsunami sediments were collected from hypersaline ponds via trenching and shovel cores. The Hurricane Irma sediments were collected during a post-event survey of Anegada four months after the storm tracked 35 km south of the BVI as a Category 5 system. During this survey, we investigated the coastal areas affected by Hurricane Irma in an effort to: (1) document the storm surge parameters and associated sedimentary deposits of a known Category 5 hurricane; (2) assess the depth of scour and distance of sediment transport by storm surge; and (3) use the Hurricane Irma deposit as a basis for comparison with older overwash records, including a series of inferred tsunami deposits (e.g., 1755 Lisbon tsunami) preserved within coastal ponds.
The Lisbon tsunami deposited a laterally-extensive graded shell-rich layer composed of medium to coarse sand and abundant Homotrema, an easily recognisable foraminifer with a defined provenance in the reef. Hurricane Irma’s storm surge reached a maximum flow depth of up to 3 m and deposition was limited to thin (<40 cm) lobes of sand consisting of well-sorted fine to medium Homotrema-bearing carbonate sand. Homotrema is a red organism that bleaches and rounds predictably following detachment from the reef. Intertidal mollusks were observed in lobate sediment fans deposited by Hurricane Irma on the southern side of the island, whereas sand sheets with faint laminations were found in trenches along the northern and western coastlines. While similar in terms of composition, the tsunami and hurricane deposit were slightly different in terms of Homotrema taphonomy (preservation state of individual Homotrema fragments). The 1755 Lisbon deposit contains high abundances of Homotrema that are generally large (250-500 μm) and vibrantly coloured, suggesting scouring and transport by tsunami, followed by rapid burial on the coast. In contrast, the Hurricane Irma deposit contains bleached and non-bleached Homotrema in near equal proportions, suggesting that the sediment was sourced from the fringing reef to the north of the island as well as the reef flat. Constraining the origin of overwash deposits at this location is essential to the establishment of effective coastal hazard mitigation policies.
How to cite: Pilarczyk, J., Spiske, M., and Mitchell, S.: Distinguishing between hurricane and tsunami deposition using modern analogues from Anegada, British Virgin Islands (BVI), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10233, https://doi.org/10.5194/egusphere-egu21-10233, 2021.
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Tsunamis and land-falling hurricanes pose an economic and environmental hazard to coastlines of the Caribbean and Gulf of Mexico. Patterns of their frequency and intensity remain unclear in part because detailed long-term records are limited to only a few locations, but also because of uncertainties associated with interpreting the geologic record (e.g., preservation/erosion of older deposits, distinguishing between storm and tsunami deposition). The seemingly unprecedented generation of four intense storms during the 2017 hurricane season highlights the uncertainty surrounding the geographic and temporal controls on hurricanes in the Atlantic region. Similarly, the historical record and recent modeling studies indicate that the region is susceptible to both far-field (e.g., 1755 Lisbon tsunami) and near-field (e.g., originating from the Puerto Rico trench) tsunamis. We improve upon this uncertainty by comparing the sedimentological characteristics of two modern analogues from Anegada, BVI: sediments deposited by the 1755 Lisbon tsunami and those deposited in 2017 by Hurricane Irma. The 1755 Lisbon tsunami sediments were collected from hypersaline ponds via trenching and shovel cores. The Hurricane Irma sediments were collected during a post-event survey of Anegada four months after the storm tracked 35 km south of the BVI as a Category 5 system. During this survey, we investigated the coastal areas affected by Hurricane Irma in an effort to: (1) document the storm surge parameters and associated sedimentary deposits of a known Category 5 hurricane; (2) assess the depth of scour and distance of sediment transport by storm surge; and (3) use the Hurricane Irma deposit as a basis for comparison with older overwash records, including a series of inferred tsunami deposits (e.g., 1755 Lisbon tsunami) preserved within coastal ponds.
The Lisbon tsunami deposited a laterally-extensive graded shell-rich layer composed of medium to coarse sand and abundant Homotrema, an easily recognisable foraminifer with a defined provenance in the reef. Hurricane Irma’s storm surge reached a maximum flow depth of up to 3 m and deposition was limited to thin (<40 cm) lobes of sand consisting of well-sorted fine to medium Homotrema-bearing carbonate sand. Homotrema is a red organism that bleaches and rounds predictably following detachment from the reef. Intertidal mollusks were observed in lobate sediment fans deposited by Hurricane Irma on the southern side of the island, whereas sand sheets with faint laminations were found in trenches along the northern and western coastlines. While similar in terms of composition, the tsunami and hurricane deposit were slightly different in terms of Homotrema taphonomy (preservation state of individual Homotrema fragments). The 1755 Lisbon deposit contains high abundances of Homotrema that are generally large (250-500 μm) and vibrantly coloured, suggesting scouring and transport by tsunami, followed by rapid burial on the coast. In contrast, the Hurricane Irma deposit contains bleached and non-bleached Homotrema in near equal proportions, suggesting that the sediment was sourced from the fringing reef to the north of the island as well as the reef flat. Constraining the origin of overwash deposits at this location is essential to the establishment of effective coastal hazard mitigation policies.
How to cite: Pilarczyk, J., Spiske, M., and Mitchell, S.: Distinguishing between hurricane and tsunami deposition using modern analogues from Anegada, British Virgin Islands (BVI), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10233, https://doi.org/10.5194/egusphere-egu21-10233, 2021.
EGU21-4626 | vPICO presentations | NH5.3
Neotropical Ostracodes as Indicator for Paleo-Hurricanes - High-temporal Calcification Periods traced by Oxygen IsotopesClaudia Wrozyna, Thomas C. Brachert, Martin Dietzel, Stefan Geyer, Markus Reuter, and Werner E. Piller
Overwash deposits in coastal lagoons are most commonly utilized for the identification of past hurricane landfalls. These deposits have a small spatial distribution and a limited preservation potential. Thus, geochemical approaches to indicate palaeo-hurricanes, such as δ18O signatures of carbonate deposits, are rare besides most archives do not provide the requested high temporal resolution. Ostracodes are ideally suited for the application of paleo-hurricanes since they calcify new valves within hours to few days – fast enough to document a rainstorm event. But, information on the ostracode life cycle and influences on modern oxygen isotope compositions are limited, especially in tropical regions.
This study investigates the relationship between hydrochemistry, climate, and valve geochemistry (δ18O, δ13C) of living populations of the common Neotropical ostracode Cytheridella on a large geographical range. Since most of the regions in the Neotropics are sparsely covered by hydrochemical data, especially with respect to stable isotopes (δ18O and δ13C), the present approach is based on estimation of δ18Oeq values calcites at isotope equilibrium as references for the interpretation of oxygen isotope distribution of ostracodes.
As postulated in other studies δ18Oprecipitation and temperature are the most important controls on lake water and, consequently, ostracode δ18O.
Oxygen isotope composition reveals inferences to be drawn on calcification periods of Cytheridella within its geographical distribution. Offsets between Cytheridella δ18O and δ18Oeq values vary throughout the year and coincide only during spring (April/May) and autumn (October) which indicates that Cytheridella calcifies seasonally in all investigated regions. This implies a synchronous life cycle of Cytheridella in all investigated regions. Since the regions differ in climatic conditions (i.e., precipitation seasonality and amounts, temperature gradients) an environmental control on Cytheridella´s life cycle can be excluded.
The above approach yields in an improved understanding of geochemical (i.e., δ18O, δ13C) signatures of ostracode valves on a seasonal basis especially in regions where few information on lake water hydrochemistry is available and points to δ18O values of ostracode species to be used for the identification of hurricane-related precipitation extremes by their high-temporal resolution of seasonal calcification.
How to cite: Wrozyna, C., Brachert, T. C., Dietzel, M., Geyer, S., Reuter, M., and Piller, W. E.: Neotropical Ostracodes as Indicator for Paleo-Hurricanes - High-temporal Calcification Periods traced by Oxygen Isotopes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4626, https://doi.org/10.5194/egusphere-egu21-4626, 2021.
Overwash deposits in coastal lagoons are most commonly utilized for the identification of past hurricane landfalls. These deposits have a small spatial distribution and a limited preservation potential. Thus, geochemical approaches to indicate palaeo-hurricanes, such as δ18O signatures of carbonate deposits, are rare besides most archives do not provide the requested high temporal resolution. Ostracodes are ideally suited for the application of paleo-hurricanes since they calcify new valves within hours to few days – fast enough to document a rainstorm event. But, information on the ostracode life cycle and influences on modern oxygen isotope compositions are limited, especially in tropical regions.
This study investigates the relationship between hydrochemistry, climate, and valve geochemistry (δ18O, δ13C) of living populations of the common Neotropical ostracode Cytheridella on a large geographical range. Since most of the regions in the Neotropics are sparsely covered by hydrochemical data, especially with respect to stable isotopes (δ18O and δ13C), the present approach is based on estimation of δ18Oeq values calcites at isotope equilibrium as references for the interpretation of oxygen isotope distribution of ostracodes.
As postulated in other studies δ18Oprecipitation and temperature are the most important controls on lake water and, consequently, ostracode δ18O.
Oxygen isotope composition reveals inferences to be drawn on calcification periods of Cytheridella within its geographical distribution. Offsets between Cytheridella δ18O and δ18Oeq values vary throughout the year and coincide only during spring (April/May) and autumn (October) which indicates that Cytheridella calcifies seasonally in all investigated regions. This implies a synchronous life cycle of Cytheridella in all investigated regions. Since the regions differ in climatic conditions (i.e., precipitation seasonality and amounts, temperature gradients) an environmental control on Cytheridella´s life cycle can be excluded.
The above approach yields in an improved understanding of geochemical (i.e., δ18O, δ13C) signatures of ostracode valves on a seasonal basis especially in regions where few information on lake water hydrochemistry is available and points to δ18O values of ostracode species to be used for the identification of hurricane-related precipitation extremes by their high-temporal resolution of seasonal calcification.
How to cite: Wrozyna, C., Brachert, T. C., Dietzel, M., Geyer, S., Reuter, M., and Piller, W. E.: Neotropical Ostracodes as Indicator for Paleo-Hurricanes - High-temporal Calcification Periods traced by Oxygen Isotopes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4626, https://doi.org/10.5194/egusphere-egu21-4626, 2021.
EGU21-8773 | vPICO presentations | NH5.3
Historical records of storm frequency on the Shetland Islands (UK) – Preliminary insights from lake sediment cores and coastal wave modellingKatharina Hess, Max Engel, Jan Oetjen, Tasnim Patel, Isa Schön, Sue Dawson, and Vanessa M. A. Heyvaert
Severe storms, their extreme waves and surges pose the greatest natural hazard to the coasts of northwestern Europe, commonly resulting in infrastructural damages and high financial losses. Proxy records of past storminess are important for assessing future risks that may arise from storm surges and assessing whether storm activity has increased in recent decades. High-resolution records of North Atlantic storminess are generally limited to instrumental weather data or historical documentation of the past 50 to 200 years. Since the most destructive and severe storms passing over Europe originate in the North Atlantic, the Shetland Islands serve as a window to cyclogenesis in this region. In our research, we extracted lacustrine sediments of the coastal freshwater lake Loch of Flugarth on Mainland, Shetland Islands, that is separated from the ocean by a low sand and gravel barrier. A series of distinct sand layers intercalated in the otherwise fine-grained, organic-rich lake deposits and examined using particle-size analysis, microfossils, TOC and XRF, may represent storm overwash or aeolian transport mechanisms, both either pointing towards individual storm events or shorter phases of high storm activity. Based on radiocarbon data of some selected layers, the investigated sediment sequence covers ca. 1500 years and a Bayesian age-depth model is being established. In combination with a hydrodynamic wave model based on Delft3D-Flow, we simulate a critical threshold value at which waves may reach the lake to determine the sensitivity of the sedimentary archive. With the inclusion of historical documentation and observations, our multi-methodological approach aims at reaching a better understanding of the recurrence pattern of extreme storm events on the Shetland Islands over the last 1500 years. This implies further insights into the parameters driving extra-tropical storms in the wider region as well as the role and variability of the North Atlantic Oscillation across the targeted time frame.
How to cite: Hess, K., Engel, M., Oetjen, J., Patel, T., Schön, I., Dawson, S., and Heyvaert, V. M. A.: Historical records of storm frequency on the Shetland Islands (UK) – Preliminary insights from lake sediment cores and coastal wave modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8773, https://doi.org/10.5194/egusphere-egu21-8773, 2021.
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Severe storms, their extreme waves and surges pose the greatest natural hazard to the coasts of northwestern Europe, commonly resulting in infrastructural damages and high financial losses. Proxy records of past storminess are important for assessing future risks that may arise from storm surges and assessing whether storm activity has increased in recent decades. High-resolution records of North Atlantic storminess are generally limited to instrumental weather data or historical documentation of the past 50 to 200 years. Since the most destructive and severe storms passing over Europe originate in the North Atlantic, the Shetland Islands serve as a window to cyclogenesis in this region. In our research, we extracted lacustrine sediments of the coastal freshwater lake Loch of Flugarth on Mainland, Shetland Islands, that is separated from the ocean by a low sand and gravel barrier. A series of distinct sand layers intercalated in the otherwise fine-grained, organic-rich lake deposits and examined using particle-size analysis, microfossils, TOC and XRF, may represent storm overwash or aeolian transport mechanisms, both either pointing towards individual storm events or shorter phases of high storm activity. Based on radiocarbon data of some selected layers, the investigated sediment sequence covers ca. 1500 years and a Bayesian age-depth model is being established. In combination with a hydrodynamic wave model based on Delft3D-Flow, we simulate a critical threshold value at which waves may reach the lake to determine the sensitivity of the sedimentary archive. With the inclusion of historical documentation and observations, our multi-methodological approach aims at reaching a better understanding of the recurrence pattern of extreme storm events on the Shetland Islands over the last 1500 years. This implies further insights into the parameters driving extra-tropical storms in the wider region as well as the role and variability of the North Atlantic Oscillation across the targeted time frame.
How to cite: Hess, K., Engel, M., Oetjen, J., Patel, T., Schön, I., Dawson, S., and Heyvaert, V. M. A.: Historical records of storm frequency on the Shetland Islands (UK) – Preliminary insights from lake sediment cores and coastal wave modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8773, https://doi.org/10.5194/egusphere-egu21-8773, 2021.
EGU21-1740 | vPICO presentations | NH5.3
Combining drone-derived digital elevation models and single grain luminescence data of modern analogue deposits to reveal sediment transport pathways and geomorphic change in washover fansSimon Matthias May, Dominik Brill, John Nikolaus Callow, Dirk Hoffmeister, and Jan-Hendrik May
The chronostratigraphy of coastal sedimentary records such as washover fans or beach-ridge sequences may be used to reconstruct storm chronologies on centennial to millennial time scales. However, modern analogues are crucial for interpretations of depositional processes and for reducing uncertainty in evaluating the typically complex chronostratigraphic architecture of these landforms. Such a modern analogue was provided by category 3 tropical cyclone (TC) Olwyn in 2015, which caused a significant storm surge in the Gulf of Exmouth, Western Australia, and which activated large washover fans located in the southwestern part of the Gulf. Pre- and post-TC Olwyn geomorphological surveys and high-resolution drone-derived topographical data of one of these washover fans document a detailed history of erosion and deposition during the event. The modern analogue deposits provided an excellent opportunity to evaluate the use of luminescence-based proxies (luminescence inventories) including quartz single-grain age distributions and associated remnant ages, as well as quartz and feldspar luminescence signal comparisons for tracing event-related sediment source environments and understanding transport processes (May et al., 2020). Sediments deposited during Olwyn show a systematic relationship between luminescence characteristics and washover fan position. Seaward and central washover sections are indicated by well-bleached deposits due to the beach as the dominant source and/or long transport distances across the fan. Lateral washover deposits, in contrast, are characterised by rather local source areas and short transport distances, resulting in higher remnant ages of 70-140 a. This data shows that the combination of sediment source environments and sediment transport length across the fan represents the main control in resetting the luminescence signal and enabling reliable depositional ages to be calculated. It documents the benefit of investigating luminescence inventories when establishing chronologies from complex sedimentary records, thereby demanding a careful consideration of local processes and source areas when interpreting sedimentary TC records.
May, S. M., Callow, J. N., Brill, D., Hoffmeister, D., & May, J.-H. (2020). Revealing sediment transport pathways and geomorphic change in washover fans by combining drone-derived digital elevation models and single grain luminescence data. Journal of Geophysical Research: Earth Surface, 125, e2020JF005792. https://doi.org/10.1029/2020JF005792
How to cite: May, S. M., Brill, D., Callow, J. N., Hoffmeister, D., and May, J.-H.: Combining drone-derived digital elevation models and single grain luminescence data of modern analogue deposits to reveal sediment transport pathways and geomorphic change in washover fans, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1740, https://doi.org/10.5194/egusphere-egu21-1740, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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The chronostratigraphy of coastal sedimentary records such as washover fans or beach-ridge sequences may be used to reconstruct storm chronologies on centennial to millennial time scales. However, modern analogues are crucial for interpretations of depositional processes and for reducing uncertainty in evaluating the typically complex chronostratigraphic architecture of these landforms. Such a modern analogue was provided by category 3 tropical cyclone (TC) Olwyn in 2015, which caused a significant storm surge in the Gulf of Exmouth, Western Australia, and which activated large washover fans located in the southwestern part of the Gulf. Pre- and post-TC Olwyn geomorphological surveys and high-resolution drone-derived topographical data of one of these washover fans document a detailed history of erosion and deposition during the event. The modern analogue deposits provided an excellent opportunity to evaluate the use of luminescence-based proxies (luminescence inventories) including quartz single-grain age distributions and associated remnant ages, as well as quartz and feldspar luminescence signal comparisons for tracing event-related sediment source environments and understanding transport processes (May et al., 2020). Sediments deposited during Olwyn show a systematic relationship between luminescence characteristics and washover fan position. Seaward and central washover sections are indicated by well-bleached deposits due to the beach as the dominant source and/or long transport distances across the fan. Lateral washover deposits, in contrast, are characterised by rather local source areas and short transport distances, resulting in higher remnant ages of 70-140 a. This data shows that the combination of sediment source environments and sediment transport length across the fan represents the main control in resetting the luminescence signal and enabling reliable depositional ages to be calculated. It documents the benefit of investigating luminescence inventories when establishing chronologies from complex sedimentary records, thereby demanding a careful consideration of local processes and source areas when interpreting sedimentary TC records.
May, S. M., Callow, J. N., Brill, D., Hoffmeister, D., & May, J.-H. (2020). Revealing sediment transport pathways and geomorphic change in washover fans by combining drone-derived digital elevation models and single grain luminescence data. Journal of Geophysical Research: Earth Surface, 125, e2020JF005792. https://doi.org/10.1029/2020JF005792
How to cite: May, S. M., Brill, D., Callow, J. N., Hoffmeister, D., and May, J.-H.: Combining drone-derived digital elevation models and single grain luminescence data of modern analogue deposits to reveal sediment transport pathways and geomorphic change in washover fans, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1740, https://doi.org/10.5194/egusphere-egu21-1740, 2021.
EGU21-13967 | vPICO presentations | NH5.3
Tracing the late Holocene storminess at the Polish Baltic Sea coast – regional survey and local in depth research.Karolina Leszczyńska, Karl Statteger, Witek Szczuciński, Damian Moskalewicz, Mikołaj Kokociński, and Jakub Niebieszczański
Within the Baltic Sea basin, the frequency and intensity of coastal flooding caused by storms is influenced by wind direction and exposure of the coast. Strong (north)westerly winds associated with the North Atlantic Oscillation hit large parts of the Polish coast, while (north)easterly winds affect Puck Bay. Following from that, the research on the frequency and magnitude of past storminess within the Baltic Sea sheds light onto regional climatic conditions indicating changes in wind-field directions and storminess in north-western and northern Europe. Despite the fact that the Baltic Sea basin area bears potentially vast amount of information on the past storminess and climatic conditions on the regional scale, no systematic, basin-wide research on storm deposits and analysis of frequency and intensity of storminess is available.
The spatially variable occurrence of sedimentary evidence for coastal flooding caused by storms indicates necessity for multisite investigations in order to develop reliable records of past storm frequency and intensity. As the historical written sources and instrumental records are insufficient to draw informative conclusion on the past storminess, the survey in search for the depositional evidence of catastrophic coastal flooding has been undertaken along the Polish coast, from the Puck Bay to Wolin Island. Following from that, detailed research on the storm deposits has been undertaken in 4 key locations (one is presented here, Mechelinki).
The survey allowed to create the list of features common for the locations where sedimentary evidence for coastal flooding is preserved. These include flat, inundational character of the coast, prevailing organic deposition in lowlands close to the shore and non-tidal character of adjacent marine basin.
Mechelinki peatland (Puck Bay) is separated by a N-S extending sand barrier from the open sea and exposed to (north)easterly winds. Investigated sedimentary succession comprises ca. 450 cm of peat interdigitated with few centimetres thick layers of sand. The origin of sand has been established based on multiproxy investigation including: particle size, shape (automated MorphologyG3, thin sections), diatom, XRF and heavy mineral analyses. Geochronology has been established based on 14C and 210Pb/137Cs measurements. In the Mechelinki research site, the evidence for about 20 coastal flooding events which took place during the last 5000 years has been discovered. The results prove, there is no universal method to differentiate the storm deposits from the sediments of other origin and only the combination of multiproxy analyses bears unambiguous results.
The research project CatFlood is funded by National Science Centre, Poland, OPUS grant nr: 2018/29/B/ST10/00042
How to cite: Leszczyńska, K., Statteger, K., Szczuciński, W., Moskalewicz, D., Kokociński, M., and Niebieszczański, J.: Tracing the late Holocene storminess at the Polish Baltic Sea coast – regional survey and local in depth research. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13967, https://doi.org/10.5194/egusphere-egu21-13967, 2021.
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Within the Baltic Sea basin, the frequency and intensity of coastal flooding caused by storms is influenced by wind direction and exposure of the coast. Strong (north)westerly winds associated with the North Atlantic Oscillation hit large parts of the Polish coast, while (north)easterly winds affect Puck Bay. Following from that, the research on the frequency and magnitude of past storminess within the Baltic Sea sheds light onto regional climatic conditions indicating changes in wind-field directions and storminess in north-western and northern Europe. Despite the fact that the Baltic Sea basin area bears potentially vast amount of information on the past storminess and climatic conditions on the regional scale, no systematic, basin-wide research on storm deposits and analysis of frequency and intensity of storminess is available.
The spatially variable occurrence of sedimentary evidence for coastal flooding caused by storms indicates necessity for multisite investigations in order to develop reliable records of past storm frequency and intensity. As the historical written sources and instrumental records are insufficient to draw informative conclusion on the past storminess, the survey in search for the depositional evidence of catastrophic coastal flooding has been undertaken along the Polish coast, from the Puck Bay to Wolin Island. Following from that, detailed research on the storm deposits has been undertaken in 4 key locations (one is presented here, Mechelinki).
The survey allowed to create the list of features common for the locations where sedimentary evidence for coastal flooding is preserved. These include flat, inundational character of the coast, prevailing organic deposition in lowlands close to the shore and non-tidal character of adjacent marine basin.
Mechelinki peatland (Puck Bay) is separated by a N-S extending sand barrier from the open sea and exposed to (north)easterly winds. Investigated sedimentary succession comprises ca. 450 cm of peat interdigitated with few centimetres thick layers of sand. The origin of sand has been established based on multiproxy investigation including: particle size, shape (automated MorphologyG3, thin sections), diatom, XRF and heavy mineral analyses. Geochronology has been established based on 14C and 210Pb/137Cs measurements. In the Mechelinki research site, the evidence for about 20 coastal flooding events which took place during the last 5000 years has been discovered. The results prove, there is no universal method to differentiate the storm deposits from the sediments of other origin and only the combination of multiproxy analyses bears unambiguous results.
The research project CatFlood is funded by National Science Centre, Poland, OPUS grant nr: 2018/29/B/ST10/00042
How to cite: Leszczyńska, K., Statteger, K., Szczuciński, W., Moskalewicz, D., Kokociński, M., and Niebieszczański, J.: Tracing the late Holocene storminess at the Polish Baltic Sea coast – regional survey and local in depth research. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13967, https://doi.org/10.5194/egusphere-egu21-13967, 2021.
NH5.4 – Natural hazards and climate change impacts in coastal areas
EGU21-638 | vPICO presentations | NH5.4
Numerical Simulation for Coastal Area Inundation and its ApplicationKwang Ik Son, Woochang Jeong, and Seboong Oh
Many extreme sea level rise events, such as tsunami and surges, caused by abnormal climate change results sea level rise to frequent and serious flooding at coastal basins. The Typhoon Mamie resulted 200M US dollars property damage, 3 thousand family refugees, and 14 victims at Changwon city in 2003. Furthermore, it is expected that the extreme sea level rise events due to abnormal climate change might be getting frequent and serious as times go by.
In this study, a numerical simulation and analysis of flood inundation in a small-scale coastal area had been carried out. The applied numerical model adopts two-D finite volume method with a well-balanced HLLC(Harten–Lax–Van Leer contact) scheme. The calibration was performed with comparison between simulation results and real inundated records of Changwon city during the typhoon “Maemi” in September 2003.
The model was developed to provide overflow simulation capability of parapet wall along coastal line as boundary conditions. Inundation scenarios were simulated with various parapet wall heights and analyzed the efficiency of disaster prevention measures from inundation due to sea level rise.
Numerical inundation simulation study showed efficiency of parapet walls along coastal line as one of the structural measures. It was found that the inundation volume could be reduced with respect to non-parapet wall by providing parapet wall along coastal line. In addition, the economic analysis between damages due to inundation and construction cost for parapet wall was performed for optimal disaster prevention design.
Acknowledgement: This work was supported by Korea Environment Industry & Technology Institute(KEITI) though Water Management Research Program, funded by Korea Ministry of Environment(MOE)(79608). and Korean NRF (2019R1A2C1003604)
How to cite: Son, K. I., Jeong, W., and Oh, S.: Numerical Simulation for Coastal Area Inundation and its Application , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-638, https://doi.org/10.5194/egusphere-egu21-638, 2021.
Many extreme sea level rise events, such as tsunami and surges, caused by abnormal climate change results sea level rise to frequent and serious flooding at coastal basins. The Typhoon Mamie resulted 200M US dollars property damage, 3 thousand family refugees, and 14 victims at Changwon city in 2003. Furthermore, it is expected that the extreme sea level rise events due to abnormal climate change might be getting frequent and serious as times go by.
In this study, a numerical simulation and analysis of flood inundation in a small-scale coastal area had been carried out. The applied numerical model adopts two-D finite volume method with a well-balanced HLLC(Harten–Lax–Van Leer contact) scheme. The calibration was performed with comparison between simulation results and real inundated records of Changwon city during the typhoon “Maemi” in September 2003.
The model was developed to provide overflow simulation capability of parapet wall along coastal line as boundary conditions. Inundation scenarios were simulated with various parapet wall heights and analyzed the efficiency of disaster prevention measures from inundation due to sea level rise.
Numerical inundation simulation study showed efficiency of parapet walls along coastal line as one of the structural measures. It was found that the inundation volume could be reduced with respect to non-parapet wall by providing parapet wall along coastal line. In addition, the economic analysis between damages due to inundation and construction cost for parapet wall was performed for optimal disaster prevention design.
Acknowledgement: This work was supported by Korea Environment Industry & Technology Institute(KEITI) though Water Management Research Program, funded by Korea Ministry of Environment(MOE)(79608). and Korean NRF (2019R1A2C1003604)
How to cite: Son, K. I., Jeong, W., and Oh, S.: Numerical Simulation for Coastal Area Inundation and its Application , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-638, https://doi.org/10.5194/egusphere-egu21-638, 2021.
EGU21-7564 | vPICO presentations | NH5.4
Coastal extreme sea levels in the Caribbean Sea induced by tropical cyclonesAriadna Martín, Angel Amores, Alejandro Orfila, and Marta Marcos
Every year the Caribbean Sea faces the passage of powerful tropical cyclones that generate coastal extreme sea levels with potential strong and hazardous impacts. In this work we simulate the storm surges and wind-waves induced by a set of over 1000 tropical cyclones over the Caribbean Sea that are representative of the present-day climate and that have been extracted from a global database of synthetic hurricanes spanning a 10,000-year period. The atmospheric forcing fields, built from the synthetic tropical cyclones, are used to feed a fully coupled hydrodynamic-wave model with high resolution (~1 km) along the continental and island coasts. Given the large number of events modelled, the outputs allow detailed statistical analyses of the magnitude and mechanisms of coastal extreme sea levels as well as the identification of most exposed areas to both storm surges and large wind-waves.
How to cite: Martín, A., Amores, A., Orfila, A., and Marcos, M.: Coastal extreme sea levels in the Caribbean Sea induced by tropical cyclones, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7564, https://doi.org/10.5194/egusphere-egu21-7564, 2021.
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Every year the Caribbean Sea faces the passage of powerful tropical cyclones that generate coastal extreme sea levels with potential strong and hazardous impacts. In this work we simulate the storm surges and wind-waves induced by a set of over 1000 tropical cyclones over the Caribbean Sea that are representative of the present-day climate and that have been extracted from a global database of synthetic hurricanes spanning a 10,000-year period. The atmospheric forcing fields, built from the synthetic tropical cyclones, are used to feed a fully coupled hydrodynamic-wave model with high resolution (~1 km) along the continental and island coasts. Given the large number of events modelled, the outputs allow detailed statistical analyses of the magnitude and mechanisms of coastal extreme sea levels as well as the identification of most exposed areas to both storm surges and large wind-waves.
How to cite: Martín, A., Amores, A., Orfila, A., and Marcos, M.: Coastal extreme sea levels in the Caribbean Sea induced by tropical cyclones, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7564, https://doi.org/10.5194/egusphere-egu21-7564, 2021.
EGU21-8839 | vPICO presentations | NH5.4
Extreme sea levels at the Finnish coast due to large-scale wind stormsJani Särkkä, Jani Räihä, Mika Rantanen, and Kirsti Jylhä
In the Baltic Sea, the short-term sea level variation might be several meters, even if the tides in the Baltic Sea are negligible. The short-term sea level fluctuations are caused by passing wind storms, inducing sea level variation through wind-induced currents, inverse barometric effect and seiches. Due to the shape of the Baltic Sea with several bays, the highest sea levels are found in the ends of bays like the Gulf of Finland and the Bothnian Bay. The sea level extremes caused by the large-scale windstorms depend strongly on the storm tracks. Within the natural climatic variability during the past centuries, there have most likely been higher sea level extremes than the extreme values found in the tide gauge records.
To study this variability of sea levels, induced by varying tracks of the passing windstorms, we construct an ensemble of synthetic low-pressure systems. In this ensemble, the parameters of the low-pressure systems (e.g. point of origin, velocity of the center of the system and depth of the pressure anomaly) are varied. The ensemble of low pressure systems is used as an input to a numerical sea level model based on shallow-water hydrodynamic equations. The sea level model is fast to calculate, enabling a study of a large set of varying storm tracks. As a result we have an ensemble of simulated sea levels. From the simulation results we can determine the low-pressure system that induces the highest sea level on a given location on the coast. We concentrate our studies on the Finnish coast, but the method can be applied to the entire Baltic coast.
How to cite: Särkkä, J., Räihä, J., Rantanen, M., and Jylhä, K.: Extreme sea levels at the Finnish coast due to large-scale wind storms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8839, https://doi.org/10.5194/egusphere-egu21-8839, 2021.
In the Baltic Sea, the short-term sea level variation might be several meters, even if the tides in the Baltic Sea are negligible. The short-term sea level fluctuations are caused by passing wind storms, inducing sea level variation through wind-induced currents, inverse barometric effect and seiches. Due to the shape of the Baltic Sea with several bays, the highest sea levels are found in the ends of bays like the Gulf of Finland and the Bothnian Bay. The sea level extremes caused by the large-scale windstorms depend strongly on the storm tracks. Within the natural climatic variability during the past centuries, there have most likely been higher sea level extremes than the extreme values found in the tide gauge records.
To study this variability of sea levels, induced by varying tracks of the passing windstorms, we construct an ensemble of synthetic low-pressure systems. In this ensemble, the parameters of the low-pressure systems (e.g. point of origin, velocity of the center of the system and depth of the pressure anomaly) are varied. The ensemble of low pressure systems is used as an input to a numerical sea level model based on shallow-water hydrodynamic equations. The sea level model is fast to calculate, enabling a study of a large set of varying storm tracks. As a result we have an ensemble of simulated sea levels. From the simulation results we can determine the low-pressure system that induces the highest sea level on a given location on the coast. We concentrate our studies on the Finnish coast, but the method can be applied to the entire Baltic coast.
How to cite: Särkkä, J., Räihä, J., Rantanen, M., and Jylhä, K.: Extreme sea levels at the Finnish coast due to large-scale wind storms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8839, https://doi.org/10.5194/egusphere-egu21-8839, 2021.
EGU21-16214 | vPICO presentations | NH5.4
Analysis of meteorological regimes resulting in severe storms in the Gulf of GdańskAleksandra Cupial and Witold Cieslikiewicz
One of the most dangerous aspects of the observable climate change is an increase in frequency of severe weather events. This is true especially for the coastal regions, that are particularly vulnerable to strong winds and high waves, such as Baltic Sea which lies at the end of one branch of North Atlantic storm track, which is said to have changed in recent decades. Statistical analysis of past events can reveal whether these storms have any common characteristics which might allow for more precise prediction of occurrence of sea storms and better mitigation of storm effects.
The Gulf of Gdańsk (Southern Baltic Sea) is a heavily populated sea area with commercial harbours and long peninsula which strongly affects wave propagation and wave energy distribution. The main aim of this work was to confirm whether weather patterns, responsible for extreme storms observed in the last half-century in the Gulf of Gdańsk, have common characteristics, as was indicated by our preliminary research.
Two hindcast datasets are analysed in this work. The first one is the 44-year long reanalysis of meteorological data produced with the atmospheric model REMO (REgional MOdel; Jacob and Podzun 1997). The second dataset is wave data produced with the wave model WAM. For the modelling of waves over the Baltic Sea, a subset of gridded REMO data was extracted. Both datasets are the result of an EU-funded project HIPOCAS (Cieślikiewicz & Paplińska-Swerpel 2008).
To better distinguish similar patterns, long-term stochastic characteristics of some basic meteorological parameters (e.g. atmospheric pressure) and wind wave fields (e.g. significant wave height (Hs)) were estimated. The preliminary analysis confirmed a strong anisotropy of wind directions over the entire Baltic Sea area which seems to be stronger for stronger winds. A number of extreme storms, critical for a few chosen regions were selected based on Hs time series. For those events, a number of parameters were examined: the overall evolution of atmospheric pressure and wind velocity fields, wind direction resulting in the highest values of Hs and differences in spatial distribution of Hs. Careful examination of storm depressions’ tracks as well as location of the pressure centre during the peak of the storm was conducted. The Empirical Orthogonal Functions (EOF) method was applied to the wind velocity vector fields and pressure fields to enrich our understanding of long-term storm characteristics of these meteorological parameters.
This analysis confirmed our preliminary research results and showed two distinct metrological conditions that cause extreme storms in the Gulf of Gdańsk. Cyclones moving along the east side of the Baltic Sea are associated with strong northerly winds, which cause extremely high waves in the Gulf. On the other hand, cyclones travelling east in the zonal direction over the northern Baltic bring strong westerly winds. They significantly raise Hs,although not to the extent observed for the northerly winds.
References
Cieślikiewicz, W. & Paplińska-Swerpel, B. (2008), Coastal Engineering, 55, 894–905.
Jacob, D. & Podzun, R., (1997). Meteorol. Atmos. Phys., 63, 119–129.
How to cite: Cupial, A. and Cieslikiewicz, W.: Analysis of meteorological regimes resulting in severe storms in the Gulf of Gdańsk , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16214, https://doi.org/10.5194/egusphere-egu21-16214, 2021.
One of the most dangerous aspects of the observable climate change is an increase in frequency of severe weather events. This is true especially for the coastal regions, that are particularly vulnerable to strong winds and high waves, such as Baltic Sea which lies at the end of one branch of North Atlantic storm track, which is said to have changed in recent decades. Statistical analysis of past events can reveal whether these storms have any common characteristics which might allow for more precise prediction of occurrence of sea storms and better mitigation of storm effects.
The Gulf of Gdańsk (Southern Baltic Sea) is a heavily populated sea area with commercial harbours and long peninsula which strongly affects wave propagation and wave energy distribution. The main aim of this work was to confirm whether weather patterns, responsible for extreme storms observed in the last half-century in the Gulf of Gdańsk, have common characteristics, as was indicated by our preliminary research.
Two hindcast datasets are analysed in this work. The first one is the 44-year long reanalysis of meteorological data produced with the atmospheric model REMO (REgional MOdel; Jacob and Podzun 1997). The second dataset is wave data produced with the wave model WAM. For the modelling of waves over the Baltic Sea, a subset of gridded REMO data was extracted. Both datasets are the result of an EU-funded project HIPOCAS (Cieślikiewicz & Paplińska-Swerpel 2008).
To better distinguish similar patterns, long-term stochastic characteristics of some basic meteorological parameters (e.g. atmospheric pressure) and wind wave fields (e.g. significant wave height (Hs)) were estimated. The preliminary analysis confirmed a strong anisotropy of wind directions over the entire Baltic Sea area which seems to be stronger for stronger winds. A number of extreme storms, critical for a few chosen regions were selected based on Hs time series. For those events, a number of parameters were examined: the overall evolution of atmospheric pressure and wind velocity fields, wind direction resulting in the highest values of Hs and differences in spatial distribution of Hs. Careful examination of storm depressions’ tracks as well as location of the pressure centre during the peak of the storm was conducted. The Empirical Orthogonal Functions (EOF) method was applied to the wind velocity vector fields and pressure fields to enrich our understanding of long-term storm characteristics of these meteorological parameters.
This analysis confirmed our preliminary research results and showed two distinct metrological conditions that cause extreme storms in the Gulf of Gdańsk. Cyclones moving along the east side of the Baltic Sea are associated with strong northerly winds, which cause extremely high waves in the Gulf. On the other hand, cyclones travelling east in the zonal direction over the northern Baltic bring strong westerly winds. They significantly raise Hs,although not to the extent observed for the northerly winds.
References
Cieślikiewicz, W. & Paplińska-Swerpel, B. (2008), Coastal Engineering, 55, 894–905.
Jacob, D. & Podzun, R., (1997). Meteorol. Atmos. Phys., 63, 119–129.
How to cite: Cupial, A. and Cieslikiewicz, W.: Analysis of meteorological regimes resulting in severe storms in the Gulf of Gdańsk , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16214, https://doi.org/10.5194/egusphere-egu21-16214, 2021.
EGU21-11077 | vPICO presentations | NH5.4
Extreme sea level oscillations in the Sea of Japan caused by typhoons Maysak and Haishen in September 2020Daria Smirnova, Igor Medvedev, Alexander Rabinovich, and Jadranka Šepić
Two hazardous typhoons, Maysak and Haishen, in September 2020 produced extreme sea level oscillations in the Sea of Japan. These typhoons generated three different types of sea level variations: 1) storm surges (with typical periods from several hours to 1.5 days), 2) extreme seiches (with periods from a few minutes to several tens of minutes), and 3) storm-generated infragravity waves (with periods up to 3-5 min). The data from eleven tide gauges on Russian, Korean, and Japanese coasts were used to examine the properties of these oscillations. The relative contribution of the three separate sea level components and their statistical characteristics (duration, wave heights, and periods) were estimated. The periods of the main eigen modes of individual bays and harbours in the Sea of Japan were estimated based on spectral analysis of longterm background records at the corresponding sites. The results of wavelet analysis show the frequency properties and the temporal evolution of individual sea level components. We found that high-frequency sea level oscillations at stations Preobrazheniye and Rudnaya Pristan have a “white noise” spectrum, caused by the dominance of infragravity waves. A high correlation was detected between the variance of high-frequency sea level oscillations at these stations and the significant wind wave height evaluated from ERA5 for this water area.
How to cite: Smirnova, D., Medvedev, I., Rabinovich, A., and Šepić, J.: Extreme sea level oscillations in the Sea of Japan caused by typhoons Maysak and Haishen in September 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11077, https://doi.org/10.5194/egusphere-egu21-11077, 2021.
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Two hazardous typhoons, Maysak and Haishen, in September 2020 produced extreme sea level oscillations in the Sea of Japan. These typhoons generated three different types of sea level variations: 1) storm surges (with typical periods from several hours to 1.5 days), 2) extreme seiches (with periods from a few minutes to several tens of minutes), and 3) storm-generated infragravity waves (with periods up to 3-5 min). The data from eleven tide gauges on Russian, Korean, and Japanese coasts were used to examine the properties of these oscillations. The relative contribution of the three separate sea level components and their statistical characteristics (duration, wave heights, and periods) were estimated. The periods of the main eigen modes of individual bays and harbours in the Sea of Japan were estimated based on spectral analysis of longterm background records at the corresponding sites. The results of wavelet analysis show the frequency properties and the temporal evolution of individual sea level components. We found that high-frequency sea level oscillations at stations Preobrazheniye and Rudnaya Pristan have a “white noise” spectrum, caused by the dominance of infragravity waves. A high correlation was detected between the variance of high-frequency sea level oscillations at these stations and the significant wind wave height evaluated from ERA5 for this water area.
How to cite: Smirnova, D., Medvedev, I., Rabinovich, A., and Šepić, J.: Extreme sea level oscillations in the Sea of Japan caused by typhoons Maysak and Haishen in September 2020, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11077, https://doi.org/10.5194/egusphere-egu21-11077, 2021.
EGU21-4602 | vPICO presentations | NH5.4
Estimating contribution of high-frequency sea-level oscillations to the extreme sea levels in the Adriatic SeaKrešimir Ruić, Jadranka Šepić, Maja Karlović, and Iva Međugorac
Extreme sea levels are known to hit the Adriatic Sea and to occasionally cause floods that produce severe material damage. Whereas the contribution of longer-period (T > 2 h) sea-level oscillations to the phenomena has been well researched, the contribution of the shorter period (T < 2 h) oscillations is yet to be determined. With this aim, data of 1-min sampling resolution were collected for 20 tide gauges, 10 located at the Italian (north and west) and 10 at the Croatian (east) Adriatic coast. Analyses were done on time series of 3 to 15 years length, with the latest data coming from 2020, and with longer data series available for the Croatian coast. Sea level data were thoroughly checked, and spurious data were removed.
For each station, extreme sea levels were defined as events during which sea level surpasses its 99.9 percentile value. The contribution of short-period oscillations to extremes was then estimated from corresponding high-frequency (T < 2 h) series. Additionally, for four Croatian tide gauge stations (Rovinj, Bakar, Split, and Dubrovnik), for period of 1956-2004, extreme sea levels were also determined from the hourly sea level time series, with the contribution of short-period oscillations visually estimated from the original tide gauge charts.
Spatial and temporal distribution of contribution of short-period sea-level oscillations to the extreme sea level in the Adriatic were estimated. It was shown that short-period sea-level oscillation can significantly contribute to the overall extremes and should be considered when estimating flooding levels.
How to cite: Ruić, K., Šepić, J., Karlović, M., and Međugorac, I.: Estimating contribution of high-frequency sea-level oscillations to the extreme sea levels in the Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4602, https://doi.org/10.5194/egusphere-egu21-4602, 2021.
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Extreme sea levels are known to hit the Adriatic Sea and to occasionally cause floods that produce severe material damage. Whereas the contribution of longer-period (T > 2 h) sea-level oscillations to the phenomena has been well researched, the contribution of the shorter period (T < 2 h) oscillations is yet to be determined. With this aim, data of 1-min sampling resolution were collected for 20 tide gauges, 10 located at the Italian (north and west) and 10 at the Croatian (east) Adriatic coast. Analyses were done on time series of 3 to 15 years length, with the latest data coming from 2020, and with longer data series available for the Croatian coast. Sea level data were thoroughly checked, and spurious data were removed.
For each station, extreme sea levels were defined as events during which sea level surpasses its 99.9 percentile value. The contribution of short-period oscillations to extremes was then estimated from corresponding high-frequency (T < 2 h) series. Additionally, for four Croatian tide gauge stations (Rovinj, Bakar, Split, and Dubrovnik), for period of 1956-2004, extreme sea levels were also determined from the hourly sea level time series, with the contribution of short-period oscillations visually estimated from the original tide gauge charts.
Spatial and temporal distribution of contribution of short-period sea-level oscillations to the extreme sea level in the Adriatic were estimated. It was shown that short-period sea-level oscillation can significantly contribute to the overall extremes and should be considered when estimating flooding levels.
How to cite: Ruić, K., Šepić, J., Karlović, M., and Međugorac, I.: Estimating contribution of high-frequency sea-level oscillations to the extreme sea levels in the Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4602, https://doi.org/10.5194/egusphere-egu21-4602, 2021.
EGU21-14257 | vPICO presentations | NH5.4
Spatial and Temporal Variations in Sea Level Extremes along the Bay of Bengal CoastMathilde Romanteau, Mélanie Becker, and Mikhail Karpytchev
EGU21-12284 | vPICO presentations | NH5.4
What can idealized storm surge simulations tell us about worst case scenarios?Elin Andrée, Jian Su, Martin Drews, Morten Andreas Dahl Larsen, Asger Bendix Hansen, and Kristine Skovgaard Madsen
The potential impacts of extreme sea level events are becoming more apparent to the public and policy makers alike. As the magnitude of these events are expected to increase due to climate change, and increased coastal urbanization results in ever increasing stakes in the coastal zones, the need for risk assessments is growing too.
The physical conditions that generate extreme sea levels are highly dependent on site specific conditions, such as bathymetry, tidal regime, wind fetch and the shape of the coastline. For a low-lying country like Denmark, which consists of a peninsula and islands that partition off the semi-enclosed Baltic Sea from the North Sea, a better understanding of how the local sea level responds to wind forcing is urgently called for.
We here present a map for Denmark that shows the most efficient wind directions for generating extreme sea levels, for a total of 70 locations distributed all over the country’s coastlines. The maps are produced by conducting simulations with a high resolution, 3D-ocean model, which is used for operational storm surge modelling at the Danish Meteorological Institute. We force the model with idealized wind fields that maintain a fixed wind speed and wind direction over the entire model domain. Simulations are conducted for one wind speed and one wind direction at a time, generating ensembles of a set of wind directions for a fixed wind speed, as well as a set of wind speeds for a fixed wind direction, respectively.
For each wind direction, we find that the maximum water level at a given location increases linearly with the wind speed, and the slope values show clear spatial patterns, for example distinguishing the Danish southern North Sea coast from the central or northern North Sea Coast. The slope values are highest along the southwestern North Sea coast, where the passage of North Atlantic low pressure systems over the shallow North Sea, as well as the large tidal range, result in a much larger range of variability than in the more sheltered Inner Danish Waters. However, in our simulations the large fetch of the Baltic Sea, in combination with the funneling effect of the Danish Straits, result in almost as high water levels as along the North Sea coast.
Although the wind forcing is completely synthetic with no spatial and temporal structure of a real storm, this idealized approach allows us to systematically investigate the sea level response at the boundaries of what is physically plausible. We evaluate the results from these simulations by comparison to peak water levels from a 58 year long, high resolution ocean hindcast, with promising agreement.
How to cite: Andrée, E., Su, J., Drews, M., Dahl Larsen, M. A., Bendix Hansen, A., and Skovgaard Madsen, K.: What can idealized storm surge simulations tell us about worst case scenarios?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12284, https://doi.org/10.5194/egusphere-egu21-12284, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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The potential impacts of extreme sea level events are becoming more apparent to the public and policy makers alike. As the magnitude of these events are expected to increase due to climate change, and increased coastal urbanization results in ever increasing stakes in the coastal zones, the need for risk assessments is growing too.
The physical conditions that generate extreme sea levels are highly dependent on site specific conditions, such as bathymetry, tidal regime, wind fetch and the shape of the coastline. For a low-lying country like Denmark, which consists of a peninsula and islands that partition off the semi-enclosed Baltic Sea from the North Sea, a better understanding of how the local sea level responds to wind forcing is urgently called for.
We here present a map for Denmark that shows the most efficient wind directions for generating extreme sea levels, for a total of 70 locations distributed all over the country’s coastlines. The maps are produced by conducting simulations with a high resolution, 3D-ocean model, which is used for operational storm surge modelling at the Danish Meteorological Institute. We force the model with idealized wind fields that maintain a fixed wind speed and wind direction over the entire model domain. Simulations are conducted for one wind speed and one wind direction at a time, generating ensembles of a set of wind directions for a fixed wind speed, as well as a set of wind speeds for a fixed wind direction, respectively.
For each wind direction, we find that the maximum water level at a given location increases linearly with the wind speed, and the slope values show clear spatial patterns, for example distinguishing the Danish southern North Sea coast from the central or northern North Sea Coast. The slope values are highest along the southwestern North Sea coast, where the passage of North Atlantic low pressure systems over the shallow North Sea, as well as the large tidal range, result in a much larger range of variability than in the more sheltered Inner Danish Waters. However, in our simulations the large fetch of the Baltic Sea, in combination with the funneling effect of the Danish Straits, result in almost as high water levels as along the North Sea coast.
Although the wind forcing is completely synthetic with no spatial and temporal structure of a real storm, this idealized approach allows us to systematically investigate the sea level response at the boundaries of what is physically plausible. We evaluate the results from these simulations by comparison to peak water levels from a 58 year long, high resolution ocean hindcast, with promising agreement.
How to cite: Andrée, E., Su, J., Drews, M., Dahl Larsen, M. A., Bendix Hansen, A., and Skovgaard Madsen, K.: What can idealized storm surge simulations tell us about worst case scenarios?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12284, https://doi.org/10.5194/egusphere-egu21-12284, 2021.
EGU21-5418 | vPICO presentations | NH5.4
Efficient and accurate modeling of wave-driven flooding on coral reef-lined coasts: Case Study of Majuro Atoll, Republic of the Marshall IslandsVesna Bertoncelj, Tim Leijnse, Floortje Roelvink, Stuart Pearson, Jeremy Bricker, Marion Tissier, and Ap van Dongeren
Many coral reef islands are low-lying, which in combination with population growth, sea level rise and possibly more frequent extreme weather events is likely to result in increased coastal risk (e.g. Storlazzi et al., 2015). On smaller scales of O(10 km) wave-driven coastal inundation can be accurately predicted with advanced models such as XBeach (Roelvink et al., 2009), at already high computational costs. For larger scales, larger number of islands, for scenario modelling, and for implementation in early warning systems, computationally faster methods are needed. Reduced physics models, which neglect some of the processes (e.g. non-hydrostatic pressure gradient term and viscosity), are a potential solution. However, their accuracy and the best method to force them has not been established.
In this research we propose a new methodology to model wave-driven flooding on coral reef-lined coasts. A look-up-table (LUT), composed of XBeach model runs, is combined with a reduced-physics model, SFINCS (Leijnse et al., 2021), to achieve high accuracy predictions at limited computational expense. The LUT consists of pre-run 1D XBeach simulations for several reef profiles from Scott et al. (2020), forced with different offshore wave and water level conditions. Wave conditions close to the shore as predicted by the LUT are used to force SFINCS which then simulates the wave runup, overtopping and flooding. These are forced in SFINCS using random wave timeseries from an interpolated parameterized wave spectrum following Athif (2020).
The accuracy of the method is investigated for 6 distinctive cross-shore profiles from Scott et al. (2020), for two wave scenarios (gentle swell and stormy conditions). Results of complete XBeach simulations are compared to LUT-SFINCS simulations with different boundary forcing locations. The sensitivity analysis shows that the preferred boundary location to initialize the SFINCS model is at a water depth between 0.5 m and 2.5 m, preferably shoreward of the reef edge. Errors introduced by the generated parameterized spectra lead to runup estimation errors of up to around 40% depending on reef geometry. The developed methodology will be applied to a case study of Majuro Island, the Republic of Marshall Islands, as proof of concept.
References
Athif, A. A. (2020). Computationally efficient modelling of wave driven flooding in Atoll Islands: Investigation on the use of a reduced-physics model solver SFINCS. Master’s thesis, IHE, the Netherlands.
Leijnse, T., van Ormondt, M., Nederhoff, K., and van Dongeren, A. (2021). Modeling compound flooding in coastal systems using a computationally efficient reduced-physics solver: Including fluvial, pluvial, tidal, wind-and wave- driven processes. Coastal Engineering, 163:103796.
Roelvink, D., Reniers, A., Van Dongeren, A. P., De Vries, J. V. T., McCall, R., and Lescinski, J. (2009). Modelling storm impacts on beaches, dunes and barrier islands. Coastal engineering, 56(11-12), 1133-1152.
Scott, F., Antolinez, J. A. A., Mccall, R., Storlazzi, C., Reniers, A., and Pearson, S. (2020). Hydro-Morphological Characterization of Coral Reefs for Wave Runup Prediction. Frontiers in Marine Science, 7(May):1–20.
Storlazzi, C. D., Elias, E. P., and Berkowitz, P. (2015). Many atolls may be uninhabitable within decades due to climate change. Scientific reports, 5:14546.
How to cite: Bertoncelj, V., Leijnse, T., Roelvink, F., Pearson, S., Bricker, J., Tissier, M., and van Dongeren, A.: Efficient and accurate modeling of wave-driven flooding on coral reef-lined coasts: Case Study of Majuro Atoll, Republic of the Marshall Islands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5418, https://doi.org/10.5194/egusphere-egu21-5418, 2021.
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Many coral reef islands are low-lying, which in combination with population growth, sea level rise and possibly more frequent extreme weather events is likely to result in increased coastal risk (e.g. Storlazzi et al., 2015). On smaller scales of O(10 km) wave-driven coastal inundation can be accurately predicted with advanced models such as XBeach (Roelvink et al., 2009), at already high computational costs. For larger scales, larger number of islands, for scenario modelling, and for implementation in early warning systems, computationally faster methods are needed. Reduced physics models, which neglect some of the processes (e.g. non-hydrostatic pressure gradient term and viscosity), are a potential solution. However, their accuracy and the best method to force them has not been established.
In this research we propose a new methodology to model wave-driven flooding on coral reef-lined coasts. A look-up-table (LUT), composed of XBeach model runs, is combined with a reduced-physics model, SFINCS (Leijnse et al., 2021), to achieve high accuracy predictions at limited computational expense. The LUT consists of pre-run 1D XBeach simulations for several reef profiles from Scott et al. (2020), forced with different offshore wave and water level conditions. Wave conditions close to the shore as predicted by the LUT are used to force SFINCS which then simulates the wave runup, overtopping and flooding. These are forced in SFINCS using random wave timeseries from an interpolated parameterized wave spectrum following Athif (2020).
The accuracy of the method is investigated for 6 distinctive cross-shore profiles from Scott et al. (2020), for two wave scenarios (gentle swell and stormy conditions). Results of complete XBeach simulations are compared to LUT-SFINCS simulations with different boundary forcing locations. The sensitivity analysis shows that the preferred boundary location to initialize the SFINCS model is at a water depth between 0.5 m and 2.5 m, preferably shoreward of the reef edge. Errors introduced by the generated parameterized spectra lead to runup estimation errors of up to around 40% depending on reef geometry. The developed methodology will be applied to a case study of Majuro Island, the Republic of Marshall Islands, as proof of concept.
References
Athif, A. A. (2020). Computationally efficient modelling of wave driven flooding in Atoll Islands: Investigation on the use of a reduced-physics model solver SFINCS. Master’s thesis, IHE, the Netherlands.
Leijnse, T., van Ormondt, M., Nederhoff, K., and van Dongeren, A. (2021). Modeling compound flooding in coastal systems using a computationally efficient reduced-physics solver: Including fluvial, pluvial, tidal, wind-and wave- driven processes. Coastal Engineering, 163:103796.
Roelvink, D., Reniers, A., Van Dongeren, A. P., De Vries, J. V. T., McCall, R., and Lescinski, J. (2009). Modelling storm impacts on beaches, dunes and barrier islands. Coastal engineering, 56(11-12), 1133-1152.
Scott, F., Antolinez, J. A. A., Mccall, R., Storlazzi, C., Reniers, A., and Pearson, S. (2020). Hydro-Morphological Characterization of Coral Reefs for Wave Runup Prediction. Frontiers in Marine Science, 7(May):1–20.
Storlazzi, C. D., Elias, E. P., and Berkowitz, P. (2015). Many atolls may be uninhabitable within decades due to climate change. Scientific reports, 5:14546.
How to cite: Bertoncelj, V., Leijnse, T., Roelvink, F., Pearson, S., Bricker, J., Tissier, M., and van Dongeren, A.: Efficient and accurate modeling of wave-driven flooding on coral reef-lined coasts: Case Study of Majuro Atoll, Republic of the Marshall Islands, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5418, https://doi.org/10.5194/egusphere-egu21-5418, 2021.
EGU21-9476 | vPICO presentations | NH5.4
Projected changes in wind wave directional spectra and their impact on coastal processesHector Lobeto, Melisa Menendez, Iñigo J. Losada, and Ottavio Mazzaretto
The assessment of the projected changes in wave climate due to climate change has been subject of study during the last two decades (Morim et al., 2018), largely due to the severe impacts these changes may have on coastal processes such as flooding and erosion. The wind wave climate is fully described by the sea surface elevation spectrum, which represents the distribution of energy resulting from the contributions of several superimposed waves with different periods and directions. Nevertheless, to this day the standard approach to address the future behavior of wind waves is based on the use of integrated wave parameters (e.g. significant wave height, mean wave period, mean wave direction) as a representation of the full spectrum. In this study, we analyze the changes in wave energy from directional spectra discretized in 24 directions and 32 frequencies in a number of locations distributed across all ocean basins, shedding light on the added value that an assessment based on the full spectrum offers with respect to the standard approach. In addition, the ESTELA method (Pérez et al., 2014) is applied to ease the understanding of the changes obtained in wave energy at the locations of study.
The spectral approach helps to assess the projected change in the energy of each wave system that reach a specific location. Results demonstrate that the use of integrated wave parameters can mask important information about the sign, magnitude and uncertainty of the actual projected changes in mean wave climate due to the offset of the expected variations in the different wave systems that integrate the spectrum. It is especially relevant at locations where an increase in the wave period or wave energy is hidden by the application of the standard approach, as these parameters are proven to play a key role in coastal processes. In addition, we reach relevant conclusions about the future behavior of swell systems. For instance, a robust increase in the energy carried by swells generated below 40°S can be observed in every ocean basin and both hemispheres, even beyond 30°N. Similarly, a decrease in the energy carried by northern swells can be observed close to the equator.
How to cite: Lobeto, H., Menendez, M., Losada, I. J., and Mazzaretto, O.: Projected changes in wind wave directional spectra and their impact on coastal processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9476, https://doi.org/10.5194/egusphere-egu21-9476, 2021.
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The assessment of the projected changes in wave climate due to climate change has been subject of study during the last two decades (Morim et al., 2018), largely due to the severe impacts these changes may have on coastal processes such as flooding and erosion. The wind wave climate is fully described by the sea surface elevation spectrum, which represents the distribution of energy resulting from the contributions of several superimposed waves with different periods and directions. Nevertheless, to this day the standard approach to address the future behavior of wind waves is based on the use of integrated wave parameters (e.g. significant wave height, mean wave period, mean wave direction) as a representation of the full spectrum. In this study, we analyze the changes in wave energy from directional spectra discretized in 24 directions and 32 frequencies in a number of locations distributed across all ocean basins, shedding light on the added value that an assessment based on the full spectrum offers with respect to the standard approach. In addition, the ESTELA method (Pérez et al., 2014) is applied to ease the understanding of the changes obtained in wave energy at the locations of study.
The spectral approach helps to assess the projected change in the energy of each wave system that reach a specific location. Results demonstrate that the use of integrated wave parameters can mask important information about the sign, magnitude and uncertainty of the actual projected changes in mean wave climate due to the offset of the expected variations in the different wave systems that integrate the spectrum. It is especially relevant at locations where an increase in the wave period or wave energy is hidden by the application of the standard approach, as these parameters are proven to play a key role in coastal processes. In addition, we reach relevant conclusions about the future behavior of swell systems. For instance, a robust increase in the energy carried by swells generated below 40°S can be observed in every ocean basin and both hemispheres, even beyond 30°N. Similarly, a decrease in the energy carried by northern swells can be observed close to the equator.
How to cite: Lobeto, H., Menendez, M., Losada, I. J., and Mazzaretto, O.: Projected changes in wind wave directional spectra and their impact on coastal processes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9476, https://doi.org/10.5194/egusphere-egu21-9476, 2021.
EGU21-1174 | vPICO presentations | NH5.4
Probability, mechanisms and impact of future coastal urban flooding.Agnieszka Indiana Olbert and Jennifer IM Kirkpatrick
In coastal floodplains, high river flows and high coastal water levels can result in extensive flooding. Mechanisms of flooding play a crucial role in flood characteristics with distinctive differences in flood wave propagation pattern and geographical extent of inundation. Climate change is expected to alter these flood mechanisms. This paper presents an assessment of urban inundation due to a combined effect of multiple source flooding. Cork City, a coastal city in the south of Ireland, frequently subject to complex coastal-fluvial flooding is used as a case study to investigate changes in flood mechanisms, dynamics and extents due to climate change. The MSN_Flood was used to compute potential future inundation patterns for a range of climate scenarios under various hydrological conditions. Scenarios were based on estimates of current, medium-range and high-end projections of extreme river flows and sea levels.
How to cite: Olbert, A. I. and Kirkpatrick, J. I.: Probability, mechanisms and impact of future coastal urban flooding., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1174, https://doi.org/10.5194/egusphere-egu21-1174, 2021.
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In coastal floodplains, high river flows and high coastal water levels can result in extensive flooding. Mechanisms of flooding play a crucial role in flood characteristics with distinctive differences in flood wave propagation pattern and geographical extent of inundation. Climate change is expected to alter these flood mechanisms. This paper presents an assessment of urban inundation due to a combined effect of multiple source flooding. Cork City, a coastal city in the south of Ireland, frequently subject to complex coastal-fluvial flooding is used as a case study to investigate changes in flood mechanisms, dynamics and extents due to climate change. The MSN_Flood was used to compute potential future inundation patterns for a range of climate scenarios under various hydrological conditions. Scenarios were based on estimates of current, medium-range and high-end projections of extreme river flows and sea levels.
How to cite: Olbert, A. I. and Kirkpatrick, J. I.: Probability, mechanisms and impact of future coastal urban flooding., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1174, https://doi.org/10.5194/egusphere-egu21-1174, 2021.
EGU21-12752 | vPICO presentations | NH5.4
A Single-Agent Urban Coastal Adaptation Model: Adaptive decision-making within the VIABLE modeling frameworkShubhankar Sengupta, Jürgen Scheffran, and Dmitry Kovalevsky
We develop a single-agent-based model in Netlogo of a coastal city facing climate change, using the VIABLE framework. The coastal city is threatened by damages from sea level rise and subsequent extreme sea level events. The agent, representing an urban planner, uses capital generated by the city to mitigate these damages by investing into one of two adaptation options available to it- developing coastal defenses or relocating the vulnerable coastal territories of the city inland. As the simulation progresses, gradually rising sea levels and randomly occurring extreme sea level events incur damages, and the agent alters its investments to optimize its value, resulting in dynamic reactive behavior. We track the response of this agent to the changing system through its investment patterns.
How to cite: Sengupta, S., Scheffran, J., and Kovalevsky, D.: A Single-Agent Urban Coastal Adaptation Model: Adaptive decision-making within the VIABLE modeling framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12752, https://doi.org/10.5194/egusphere-egu21-12752, 2021.
We develop a single-agent-based model in Netlogo of a coastal city facing climate change, using the VIABLE framework. The coastal city is threatened by damages from sea level rise and subsequent extreme sea level events. The agent, representing an urban planner, uses capital generated by the city to mitigate these damages by investing into one of two adaptation options available to it- developing coastal defenses or relocating the vulnerable coastal territories of the city inland. As the simulation progresses, gradually rising sea levels and randomly occurring extreme sea level events incur damages, and the agent alters its investments to optimize its value, resulting in dynamic reactive behavior. We track the response of this agent to the changing system through its investment patterns.
How to cite: Sengupta, S., Scheffran, J., and Kovalevsky, D.: A Single-Agent Urban Coastal Adaptation Model: Adaptive decision-making within the VIABLE modeling framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12752, https://doi.org/10.5194/egusphere-egu21-12752, 2021.
EGU21-11999 | vPICO presentations | NH5.4
Coastal risks induced by Mediterranean hurricanesTim Toomey, Angel Amores, Marta Marcos, Alejandro Orfila, and Romualdo Romero
Medicanes, for Mediterranean hurricanes, are mesoscale cyclones with morphological and physical characteristics similar to tropical cyclones. Although less intense, smaller and rarer than their Atlantic counterparts, Medicanes remain very hazardous events threatening islands and continental coasts within the Mediterranean Sea. The latest strong episode Medicane Ianos (September 2020), resulted in severe damages in Greece and several casualties. This work investigates the oceanic response to these extreme events along the Mediterranean coasts under present-day and future (21 st century) conditions. To this end, a coupled hydrodynamic-wave model is used to simulate both storm surges and wind-waves generation and propagation in the Mediterranean Sea at high resolution (~2 km) along the coastlines. A dataset of thousands of Medicanes synthetically generated from twenty global climate models and two reanalyses is used to derive the atmospheric forcing fields. Regional coastal risks assessment is performed for the present and future climate. We found increased coastal extreme sea levels in line to the reported changes in Medicane activity, with fewer events but of larger intensity projected by late 21 st century.
How to cite: Toomey, T., Amores, A., Marcos, M., Orfila, A., and Romero, R.: Coastal risks induced by Mediterranean hurricanes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11999, https://doi.org/10.5194/egusphere-egu21-11999, 2021.
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Medicanes, for Mediterranean hurricanes, are mesoscale cyclones with morphological and physical characteristics similar to tropical cyclones. Although less intense, smaller and rarer than their Atlantic counterparts, Medicanes remain very hazardous events threatening islands and continental coasts within the Mediterranean Sea. The latest strong episode Medicane Ianos (September 2020), resulted in severe damages in Greece and several casualties. This work investigates the oceanic response to these extreme events along the Mediterranean coasts under present-day and future (21 st century) conditions. To this end, a coupled hydrodynamic-wave model is used to simulate both storm surges and wind-waves generation and propagation in the Mediterranean Sea at high resolution (~2 km) along the coastlines. A dataset of thousands of Medicanes synthetically generated from twenty global climate models and two reanalyses is used to derive the atmospheric forcing fields. Regional coastal risks assessment is performed for the present and future climate. We found increased coastal extreme sea levels in line to the reported changes in Medicane activity, with fewer events but of larger intensity projected by late 21 st century.
How to cite: Toomey, T., Amores, A., Marcos, M., Orfila, A., and Romero, R.: Coastal risks induced by Mediterranean hurricanes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11999, https://doi.org/10.5194/egusphere-egu21-11999, 2021.
EGU21-8201 | vPICO presentations | NH5.4
The northern and the eastern Adriatic Sea floods: connecting the extreme sea-levels to cyclone pathwaysTihana Dević, Jadranka Šepić, and Darko Koračin
An objective method for tracking pathways of cyclone centres over Europe was developed and applied to the ERA-Interim reanalysis atmospheric data (1979-2014). The method was used to determine trajectories of those Mediterranean cyclones which generated extreme sea levels along the northern and the eastern Adriatic coast during the period from 1979 to 2014. Extreme events were defined as periods during which sea level was above 99.95 percentile value of time series of hourly sea-level data measured at the Venice (northern Adriatic), Split (middle eastern Adriatic) and Dubrovnik (south-eastern Adriatic) tide-gauge stations. The cyclone pathways were tracked backwards from the moment closest to the moment of maximum sea level up to the cyclone origin time, or at most, up to 72 hours prior the occurrence of the sea-level maximum.
Our results point out that extreme sea levels in Venice normally appear during synoptic situations in which a cyclone centre is located to the south-west and north-west of Venice, i.e., when it can be found over the Gulf of Genoa, or the Alps. On the contrary, extreme sea levels in Dubrovnik are usually associates with cyclone centres above the middle Adriatic, whereas floods in Split seem to appear during both above-described types of situations.
Occurrence times and intensity of cyclones and extreme sea-levels was further associated with the NAO index. It has been shown that the deepest cyclones and corresponding extreme floods tend to occur during the negative NAO phase.
How to cite: Dević, T., Šepić, J., and Koračin, D.: The northern and the eastern Adriatic Sea floods: connecting the extreme sea-levels to cyclone pathways , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8201, https://doi.org/10.5194/egusphere-egu21-8201, 2021.
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An objective method for tracking pathways of cyclone centres over Europe was developed and applied to the ERA-Interim reanalysis atmospheric data (1979-2014). The method was used to determine trajectories of those Mediterranean cyclones which generated extreme sea levels along the northern and the eastern Adriatic coast during the period from 1979 to 2014. Extreme events were defined as periods during which sea level was above 99.95 percentile value of time series of hourly sea-level data measured at the Venice (northern Adriatic), Split (middle eastern Adriatic) and Dubrovnik (south-eastern Adriatic) tide-gauge stations. The cyclone pathways were tracked backwards from the moment closest to the moment of maximum sea level up to the cyclone origin time, or at most, up to 72 hours prior the occurrence of the sea-level maximum.
Our results point out that extreme sea levels in Venice normally appear during synoptic situations in which a cyclone centre is located to the south-west and north-west of Venice, i.e., when it can be found over the Gulf of Genoa, or the Alps. On the contrary, extreme sea levels in Dubrovnik are usually associates with cyclone centres above the middle Adriatic, whereas floods in Split seem to appear during both above-described types of situations.
Occurrence times and intensity of cyclones and extreme sea-levels was further associated with the NAO index. It has been shown that the deepest cyclones and corresponding extreme floods tend to occur during the negative NAO phase.
How to cite: Dević, T., Šepić, J., and Koračin, D.: The northern and the eastern Adriatic Sea floods: connecting the extreme sea-levels to cyclone pathways , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8201, https://doi.org/10.5194/egusphere-egu21-8201, 2021.
EGU21-4090 | vPICO presentations | NH5.4
Climatology and process-oriented analysis of the Adriatic sea-level extremesJadranka Sepic, Mira Pasaric, Iva Medugorac, Ivica Vilibic, Maja Karlovic, and Marko Mlinar
The northern and the eastern coast of the Adriatic Sea are occasionally affected by extreme sea-levels known to cause substantial material damage. These extremes appear due to the superposition of several ocean processes that occur at different periods, have different spatial extents, and are caused by distinct forcing mechanisms.
To better understand the extremes, hourly sea-level time series from six tide-gauge stations located along the northern and the eastern Adriatic coast (Venice, Trieste, Rovinj, Bakar, Split, Dubrovnik) were collected for the period of 1956 to 2015 (1984 to 2015 for Venice) and analysed. The time series have been checked for spurious data, and then decomposed using tidal analysis and filtering procedures. The following time series were thus obtained for each station: (1) trend; (2) seasonal signal; (3) tides; (4-7) sea-level oscillations at periods: (4) longer than 100 days, (5) from 10 to 100 days, (6) from 6 hours to 10 days, and (7) shorter than 6 hours. These bands correspond, respectively, to sea-level fluctuations dominantly forced by (but not restricted to): (1) climate change and land uplift and sinking; (2) seasonal changes; (3) tidal forcing; (4); quasi-stationary atmospheric and ocean circulation and climate variability patterns; (5) planetary atmospheric waves; (6) synoptic atmospheric processes; and (7) mesoscale atmospheric processes.
Positive sea-level extremes surpassing 99.95 and 99.99 percentile values, and negative sea-level extremes lower than 0.05 and 0.01 percentile values were extracted from the original time series for each station. It was shown that positive (negative) extremes are up to 50-100% higher (lower) in the northern than in the south-eastern Adriatic. Then, station-based distributions, return periods, seasonal distributions, event durations, and trends were estimated and assessed. It was shown that the northern Adriatic positive sea-level extremes are dominantly caused by synoptic atmospheric processes superimposed to positive tide (contributing jointly to ~70% of total extreme height), whereas more to the south-east, positive extremes are caused by planetary atmospheric waves, synoptic atmospheric processes, and tides (each contributing with an average of ~25%). As for the negative sea-level extremes, these are due to a combination of planetary atmospheric waves and tides: in the northern Adriatic tide provides the largest contribution (~60%) while in the south-eastern Adriatic the two processes are of similar impact (each contributing with an average of ~30%). The simultaneity of the events along the entire northern and eastern Adriatic coast was studied as well, revealing that positive extremes are strongly regional dependant, i.e. that they usually appear simultaneously only along one part of the coast, whereas negative extremes are more likely to appear along the entire coast at the same time.
Finally, it is suggested that the distribution of sea-level extremes along the south-eastern Adriatic coast can be explained as a superposition of tidal forcing and prevailing atmospheric processes, whereas for the northern Adriatic, strong topographic enhancement of sea-level extremes is also important.
How to cite: Sepic, J., Pasaric, M., Medugorac, I., Vilibic, I., Karlovic, M., and Mlinar, M.: Climatology and process-oriented analysis of the Adriatic sea-level extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4090, https://doi.org/10.5194/egusphere-egu21-4090, 2021.
The northern and the eastern coast of the Adriatic Sea are occasionally affected by extreme sea-levels known to cause substantial material damage. These extremes appear due to the superposition of several ocean processes that occur at different periods, have different spatial extents, and are caused by distinct forcing mechanisms.
To better understand the extremes, hourly sea-level time series from six tide-gauge stations located along the northern and the eastern Adriatic coast (Venice, Trieste, Rovinj, Bakar, Split, Dubrovnik) were collected for the period of 1956 to 2015 (1984 to 2015 for Venice) and analysed. The time series have been checked for spurious data, and then decomposed using tidal analysis and filtering procedures. The following time series were thus obtained for each station: (1) trend; (2) seasonal signal; (3) tides; (4-7) sea-level oscillations at periods: (4) longer than 100 days, (5) from 10 to 100 days, (6) from 6 hours to 10 days, and (7) shorter than 6 hours. These bands correspond, respectively, to sea-level fluctuations dominantly forced by (but not restricted to): (1) climate change and land uplift and sinking; (2) seasonal changes; (3) tidal forcing; (4); quasi-stationary atmospheric and ocean circulation and climate variability patterns; (5) planetary atmospheric waves; (6) synoptic atmospheric processes; and (7) mesoscale atmospheric processes.
Positive sea-level extremes surpassing 99.95 and 99.99 percentile values, and negative sea-level extremes lower than 0.05 and 0.01 percentile values were extracted from the original time series for each station. It was shown that positive (negative) extremes are up to 50-100% higher (lower) in the northern than in the south-eastern Adriatic. Then, station-based distributions, return periods, seasonal distributions, event durations, and trends were estimated and assessed. It was shown that the northern Adriatic positive sea-level extremes are dominantly caused by synoptic atmospheric processes superimposed to positive tide (contributing jointly to ~70% of total extreme height), whereas more to the south-east, positive extremes are caused by planetary atmospheric waves, synoptic atmospheric processes, and tides (each contributing with an average of ~25%). As for the negative sea-level extremes, these are due to a combination of planetary atmospheric waves and tides: in the northern Adriatic tide provides the largest contribution (~60%) while in the south-eastern Adriatic the two processes are of similar impact (each contributing with an average of ~30%). The simultaneity of the events along the entire northern and eastern Adriatic coast was studied as well, revealing that positive extremes are strongly regional dependant, i.e. that they usually appear simultaneously only along one part of the coast, whereas negative extremes are more likely to appear along the entire coast at the same time.
Finally, it is suggested that the distribution of sea-level extremes along the south-eastern Adriatic coast can be explained as a superposition of tidal forcing and prevailing atmospheric processes, whereas for the northern Adriatic, strong topographic enhancement of sea-level extremes is also important.
How to cite: Sepic, J., Pasaric, M., Medugorac, I., Vilibic, I., Karlovic, M., and Mlinar, M.: Climatology and process-oriented analysis of the Adriatic sea-level extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4090, https://doi.org/10.5194/egusphere-egu21-4090, 2021.
EGU21-8727 | vPICO presentations | NH5.4
Multiple drivers of extreme sea levels in the northern Adriatic SeaChristian Ferrarin, Piero Lionello, Mirko Orlic, Fabio Raicich, and Gianfausto Salvadori
Extreme sea levels at the coast result from the combination of astronomical tides with atmospherically forced fluctuations at multiple time scales. Seiches, river floods, waves, inter-annual and inter-decadal dynamics and relative sea-level rise can also contribute to the total sea level. While tides are usually well described and predicted, the effect of the different atmospheric contributions to the sea level and their trends are still not well understood. Meso-scale atmospheric disturbances, synoptic-scale phenomena and planetary atmospheric waves (PAW) act at different temporal and spatial scales and thus generate sea-level disturbances at different frequencies. In this study, we analyze the 1872-2019 sea-level time series in Venice (northern Adriatic Sea, Italy) to investigate the relative role of the different driving factors in the extreme sea levels distribution. The adopted approach consists in 1) isolating the different contributions to the sea level by applying least-squares fitting and Fourier decomposition; 2) performing a multivariate statistical analysis which enables the dependencies among driving factors and their joint probability of occurrence to be described; 3) analyzing temporal changes in extreme sea levels and extrapolating possible future tendencies. The results highlight the fact that the most extreme sea levels are mainly dominated by the non-tidal residual, while the tide plays a secondary role. The non-tidal residual of the extreme sea levels is attributed mostly to PAW surge and storm surge, with the latter component becoming dominant for the most extreme events. The results of temporal evolution analysis confirm previous studies according to which the relative sea-level rise is the major driver of the increase in the frequency of floods in Venice over the last century. However, also long term variability in the storm activity impacted the frequency and intensity of extreme sea levels and have contributed to an increase of floods in Venice during the fall and winter months of the last three decades.
How to cite: Ferrarin, C., Lionello, P., Orlic, M., Raicich, F., and Salvadori, G.: Multiple drivers of extreme sea levels in the northern Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8727, https://doi.org/10.5194/egusphere-egu21-8727, 2021.
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Extreme sea levels at the coast result from the combination of astronomical tides with atmospherically forced fluctuations at multiple time scales. Seiches, river floods, waves, inter-annual and inter-decadal dynamics and relative sea-level rise can also contribute to the total sea level. While tides are usually well described and predicted, the effect of the different atmospheric contributions to the sea level and their trends are still not well understood. Meso-scale atmospheric disturbances, synoptic-scale phenomena and planetary atmospheric waves (PAW) act at different temporal and spatial scales and thus generate sea-level disturbances at different frequencies. In this study, we analyze the 1872-2019 sea-level time series in Venice (northern Adriatic Sea, Italy) to investigate the relative role of the different driving factors in the extreme sea levels distribution. The adopted approach consists in 1) isolating the different contributions to the sea level by applying least-squares fitting and Fourier decomposition; 2) performing a multivariate statistical analysis which enables the dependencies among driving factors and their joint probability of occurrence to be described; 3) analyzing temporal changes in extreme sea levels and extrapolating possible future tendencies. The results highlight the fact that the most extreme sea levels are mainly dominated by the non-tidal residual, while the tide plays a secondary role. The non-tidal residual of the extreme sea levels is attributed mostly to PAW surge and storm surge, with the latter component becoming dominant for the most extreme events. The results of temporal evolution analysis confirm previous studies according to which the relative sea-level rise is the major driver of the increase in the frequency of floods in Venice over the last century. However, also long term variability in the storm activity impacted the frequency and intensity of extreme sea levels and have contributed to an increase of floods in Venice during the fall and winter months of the last three decades.
How to cite: Ferrarin, C., Lionello, P., Orlic, M., Raicich, F., and Salvadori, G.: Multiple drivers of extreme sea levels in the northern Adriatic Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8727, https://doi.org/10.5194/egusphere-egu21-8727, 2021.
EGU21-1282 | vPICO presentations | NH5.4
Uncertainties in shoreline projections to 2100 at Truc Vert beach (France): Unravelling the role of sea-level rise and equilibrium model assumptionsMaurizio D'Anna, Bruno Castelle, Déborah Idier, Jeremy Rohmer, Gonéri Le Cozannet, Rémi Thieblemont, and Lucy Bricheno
Most sandy coasts worldwide are under chronic erosion, which increasingly put at risk coastal communities. In the context of adaptation to climate change and sea-level rise (SLR), predictions of shoreline evolution patterns are critical for decision-making. Sandy shorelines are highly dynamic environments, which respond to multiple complex processes interacting at different spatial and temporal scales, making shoreline predictions challenging, especially on long time scales (decades and centuries). However, modelling shoreline predictions inherit uncertainties in the primary driver boundary conditions (e.g. sea-level rise and wave forcing) as well as uncertainties related to model assumptions and/or misspecifications of the physics. In this work, we analyze the uncertainties associated with shoreline evolution by 2100 of the high-energy, cross-shore transport dominated, sandy beach of Truc Vert (France). Using two equilibrium shoreline models based on different disequilibrium principles, and the Bruun Rule, we explicitly resolved wave-driven shoreline change produced continuous probabilistic predictions of the Truc Vert shoreline evolution to 2100 for two carbon emission scenarios (RCP 8.5 and 4.5), incorporating uncertainties related to SLR, depth of closure, and model free parameters. The shoreline models were forced with continuous wave projection time series, issued by the National Oceanography Center (UK) for the RCP 4.5 and 8.5 scenarios, based on a single global climate model. We assigned a probability distribution to each uncertain input variable. For both shoreline models, an optimization algorithm was used to identify all the realistic combinations of model free parameters leading to a skillful hindcast against 8 years of in situ shoreline data. A Gaussian distribution was assigned to the yearly probabilistic SLR estimates based on SROCC to 2100, and depth of closure. We further addressed the relative impact of each source of uncertainty on the model results performing a Global Sensitivity Analysis (GSA). The results show that, for both RCP scenarios, shoreline response position during the first half of the century is mainly sensitive to the equilibrium model parameters, with the influence of SLR emerging in the second half of the century. The results also reflect the strong relation between the model parameters uncertainties and the interdecadal variability of wave conditions. Using a single wave time series, such variability and related chronology has a much stronger impact on shoreline change with the Splinter model than the Yates model, highlighting that the choice of the modelling approach is critical to future shoreline change estimates in changing wave climates. We also emphasize the need for more continuous wave projections in order to generate ensemble wave time series and include uncertainty in future wave conditions.
How to cite: D'Anna, M., Castelle, B., Idier, D., Rohmer, J., Le Cozannet, G., Thieblemont, R., and Bricheno, L.: Uncertainties in shoreline projections to 2100 at Truc Vert beach (France): Unravelling the role of sea-level rise and equilibrium model assumptions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1282, https://doi.org/10.5194/egusphere-egu21-1282, 2021.
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Most sandy coasts worldwide are under chronic erosion, which increasingly put at risk coastal communities. In the context of adaptation to climate change and sea-level rise (SLR), predictions of shoreline evolution patterns are critical for decision-making. Sandy shorelines are highly dynamic environments, which respond to multiple complex processes interacting at different spatial and temporal scales, making shoreline predictions challenging, especially on long time scales (decades and centuries). However, modelling shoreline predictions inherit uncertainties in the primary driver boundary conditions (e.g. sea-level rise and wave forcing) as well as uncertainties related to model assumptions and/or misspecifications of the physics. In this work, we analyze the uncertainties associated with shoreline evolution by 2100 of the high-energy, cross-shore transport dominated, sandy beach of Truc Vert (France). Using two equilibrium shoreline models based on different disequilibrium principles, and the Bruun Rule, we explicitly resolved wave-driven shoreline change produced continuous probabilistic predictions of the Truc Vert shoreline evolution to 2100 for two carbon emission scenarios (RCP 8.5 and 4.5), incorporating uncertainties related to SLR, depth of closure, and model free parameters. The shoreline models were forced with continuous wave projection time series, issued by the National Oceanography Center (UK) for the RCP 4.5 and 8.5 scenarios, based on a single global climate model. We assigned a probability distribution to each uncertain input variable. For both shoreline models, an optimization algorithm was used to identify all the realistic combinations of model free parameters leading to a skillful hindcast against 8 years of in situ shoreline data. A Gaussian distribution was assigned to the yearly probabilistic SLR estimates based on SROCC to 2100, and depth of closure. We further addressed the relative impact of each source of uncertainty on the model results performing a Global Sensitivity Analysis (GSA). The results show that, for both RCP scenarios, shoreline response position during the first half of the century is mainly sensitive to the equilibrium model parameters, with the influence of SLR emerging in the second half of the century. The results also reflect the strong relation between the model parameters uncertainties and the interdecadal variability of wave conditions. Using a single wave time series, such variability and related chronology has a much stronger impact on shoreline change with the Splinter model than the Yates model, highlighting that the choice of the modelling approach is critical to future shoreline change estimates in changing wave climates. We also emphasize the need for more continuous wave projections in order to generate ensemble wave time series and include uncertainty in future wave conditions.
How to cite: D'Anna, M., Castelle, B., Idier, D., Rohmer, J., Le Cozannet, G., Thieblemont, R., and Bricheno, L.: Uncertainties in shoreline projections to 2100 at Truc Vert beach (France): Unravelling the role of sea-level rise and equilibrium model assumptions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1282, https://doi.org/10.5194/egusphere-egu21-1282, 2021.
EGU21-2142 | vPICO presentations | NH5.4
Deep uncertainties in shoreline change projections: an extra-probabilistic approach applied to sandy beachesRémi Thiéblemont, Gonéri Le Cozannet, Jérémy Rohmer, Alexandra Toimil, Moisés Alvarez, and Iñigo J. Losada
Global mean sea-level rise and its acceleration are projected to aggravate coastal erosion over the 21st century, which constitutes a major challenge for coastal adaptation. Projections of shoreline retreat are highly uncertain, however, namely due to deeply uncertain mean sea-level projections and the absence of consensus on a coastal impact model. An improved understanding and a better quantification of these sources of deep uncertainty are hence required to improve coastal risk management and inform adaptation decisions. In this work we present and apply a new extra-probabilistic framework to develop shoreline change projections of sandy coasts that allows considering intrinsic (or aleatory) and knowledge-based (or epistemic) uncertainties exhaustively and transparently. This framework builds upon an empirical shoreline change model to which we ascribe possibility functions to represent deeply uncertain variables. The model is applied to two local sites in Aquitaine (France) and Castellón (Spain). First, we validate the framework against historical shoreline observations and then develop shoreline change projections that account for possible (although unlikely) low-end and high-end mean sea-level scenarios. Our high-end projections show for instance that shoreline retreats of up to 200m in Aquitaine and 130m in Castellón are plausible by 2100, while low-end projections revealed that 58m and 37m modest shoreline retreats, respectively, are also plausible. Such extended intervals of possible future shoreline changes reflect an ambiguity in the probabilistic description of shoreline change projections, which could be substantially reduced by better constraining SLR projections and improving coastal impact models. We found for instance that if mean sea-level by 2100 does not exceed 1m, the ambiguity can be reduced by more than 50 %. This could be achieved through an ambitious climate mitigation policy and improved knowledge on ice-sheets.
How to cite: Thiéblemont, R., Le Cozannet, G., Rohmer, J., Toimil, A., Alvarez, M., and Losada, I. J.: Deep uncertainties in shoreline change projections: an extra-probabilistic approach applied to sandy beaches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2142, https://doi.org/10.5194/egusphere-egu21-2142, 2021.
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Global mean sea-level rise and its acceleration are projected to aggravate coastal erosion over the 21st century, which constitutes a major challenge for coastal adaptation. Projections of shoreline retreat are highly uncertain, however, namely due to deeply uncertain mean sea-level projections and the absence of consensus on a coastal impact model. An improved understanding and a better quantification of these sources of deep uncertainty are hence required to improve coastal risk management and inform adaptation decisions. In this work we present and apply a new extra-probabilistic framework to develop shoreline change projections of sandy coasts that allows considering intrinsic (or aleatory) and knowledge-based (or epistemic) uncertainties exhaustively and transparently. This framework builds upon an empirical shoreline change model to which we ascribe possibility functions to represent deeply uncertain variables. The model is applied to two local sites in Aquitaine (France) and Castellón (Spain). First, we validate the framework against historical shoreline observations and then develop shoreline change projections that account for possible (although unlikely) low-end and high-end mean sea-level scenarios. Our high-end projections show for instance that shoreline retreats of up to 200m in Aquitaine and 130m in Castellón are plausible by 2100, while low-end projections revealed that 58m and 37m modest shoreline retreats, respectively, are also plausible. Such extended intervals of possible future shoreline changes reflect an ambiguity in the probabilistic description of shoreline change projections, which could be substantially reduced by better constraining SLR projections and improving coastal impact models. We found for instance that if mean sea-level by 2100 does not exceed 1m, the ambiguity can be reduced by more than 50 %. This could be achieved through an ambitious climate mitigation policy and improved knowledge on ice-sheets.
How to cite: Thiéblemont, R., Le Cozannet, G., Rohmer, J., Toimil, A., Alvarez, M., and Losada, I. J.: Deep uncertainties in shoreline change projections: an extra-probabilistic approach applied to sandy beaches, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2142, https://doi.org/10.5194/egusphere-egu21-2142, 2021.
EGU21-10849 | vPICO presentations | NH5.4
Forecasting long-term shoreline evolution in highly antrhopized coastal areasMoisés Álvarez-Cuesta, Alexandra Toimil, and Iñigo J. Losada
A new numerical model for addressing long-term coastline evolution on a local to regional scale on highly anthropized coasts is presented. The model, named IH-LANS (Long-term ANthropized coastlines Simulation tool), is validated over the period 1990-2020 and applied to obtain an ensemble of end-of-century shoreline evolutions. IH-LANS combines a hybrid (statistical-numerical) deep-water propagation module and a shoreline evolution model. Longshore and cross-shore processes are integrated together with the effects of man-made interventions. For the ease of calibration, an automated technique is implemented to assimilate observations. The model is applied to a highly anthropized 40 km stretch located along the Spanish Mediterranean coast. High space-time resolution climate data and satellite-derived shorelines are used to drive IH-LANS. Observed shoreline evolution (<10 meters of root mean square error, RMSE) is successfully represented while accounting for the effects of nourishments and the construction and removal of groynes, seawalls and breakwaters over time. Then, in order to drive the ensemble of end-of-century shoreline evolutions, wave and water level projections downscaled from different climate models for various emissions scenarios are employed to force the calibrated model. From the forecasted shoreline time-series, information from multiple time-scales is unraveled yielding valuable information for coastal planners. The efficiency and accuracy of the model make IH-LANS a powerful tool for management and climate change adaptation in coastal zones.
How to cite: Álvarez-Cuesta, M., Toimil, A., and Losada, I. J.: Forecasting long-term shoreline evolution in highly antrhopized coastal areas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10849, https://doi.org/10.5194/egusphere-egu21-10849, 2021.
A new numerical model for addressing long-term coastline evolution on a local to regional scale on highly anthropized coasts is presented. The model, named IH-LANS (Long-term ANthropized coastlines Simulation tool), is validated over the period 1990-2020 and applied to obtain an ensemble of end-of-century shoreline evolutions. IH-LANS combines a hybrid (statistical-numerical) deep-water propagation module and a shoreline evolution model. Longshore and cross-shore processes are integrated together with the effects of man-made interventions. For the ease of calibration, an automated technique is implemented to assimilate observations. The model is applied to a highly anthropized 40 km stretch located along the Spanish Mediterranean coast. High space-time resolution climate data and satellite-derived shorelines are used to drive IH-LANS. Observed shoreline evolution (<10 meters of root mean square error, RMSE) is successfully represented while accounting for the effects of nourishments and the construction and removal of groynes, seawalls and breakwaters over time. Then, in order to drive the ensemble of end-of-century shoreline evolutions, wave and water level projections downscaled from different climate models for various emissions scenarios are employed to force the calibrated model. From the forecasted shoreline time-series, information from multiple time-scales is unraveled yielding valuable information for coastal planners. The efficiency and accuracy of the model make IH-LANS a powerful tool for management and climate change adaptation in coastal zones.
How to cite: Álvarez-Cuesta, M., Toimil, A., and Losada, I. J.: Forecasting long-term shoreline evolution in highly antrhopized coastal areas, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10849, https://doi.org/10.5194/egusphere-egu21-10849, 2021.
EGU21-1294 | vPICO presentations | NH5.4
Salt marsh resilience to sea-level rise and increased storm intensityNatascia Pannozzo, Nicoletta Leonardi, Iacopo Carnacina, and Rachel Smedley
Salt marshes are widely recognised as ecosystems with high economic and environmental value. However, it is still unclear how salt marshes will respond to the combined impact of future sea-level rise and possible increases in storm intensity (Schuerch et al. 2013). This study investigates marsh resilience under the combined impact of various storm surge and sea-level scenarios by using a sediment budget approach. The current paradigm is that a positive sediment budget supports the accretion of salt marshes and, therefore, its survival, while a negative sediment budget causes marsh degradation (Ganju et al. 2015). The Ribble Estuary, North-West England, was used as test case, and the hydrodynamic model Delft3D was used to simulate the response of the salt marsh system to the above scenarios. We conclude that the resilience of salt marshes and estuarine systems is enhanced under the effect of storm surges, as they promote flood dominance and trigger a net import of sediment. Conversely, sea-level rise threatens marsh stability, by promoting ebb dominance and triggering a net export of sediment. Ultimately, when storm surge and sea-level scenarios are combined, results show that storms with the highest intensities have the potential to counteract the negative impact of sea-level rise by masking its effects on the sediment budget.
Acknowledgements
We acknowledge the support of the School of Environmental Sciences, University of Liverpool.
References
Ganju, N.K., Kirwan, M.L., Dickhudt, P.J., Guntenspergen, G.R., Cahoon, D.R. and Kroeger, K.D. 2015. “Sediment transport-based metrics of wetland stability”. Geophysical Research Letters, 42(19), 7992-8000.
Schuerch, M., Vafeidis, A., Slawig, T. and Temmerman, S. 2013. “Modeling the influence of changing storm patterns on the ability of a salt marsh to keep pace with sea level rise”. Journal of Geophysical Research-Earth Surface, 118(1), 84-96.
How to cite: Pannozzo, N., Leonardi, N., Carnacina, I., and Smedley, R.: Salt marsh resilience to sea-level rise and increased storm intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1294, https://doi.org/10.5194/egusphere-egu21-1294, 2021.
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Salt marshes are widely recognised as ecosystems with high economic and environmental value. However, it is still unclear how salt marshes will respond to the combined impact of future sea-level rise and possible increases in storm intensity (Schuerch et al. 2013). This study investigates marsh resilience under the combined impact of various storm surge and sea-level scenarios by using a sediment budget approach. The current paradigm is that a positive sediment budget supports the accretion of salt marshes and, therefore, its survival, while a negative sediment budget causes marsh degradation (Ganju et al. 2015). The Ribble Estuary, North-West England, was used as test case, and the hydrodynamic model Delft3D was used to simulate the response of the salt marsh system to the above scenarios. We conclude that the resilience of salt marshes and estuarine systems is enhanced under the effect of storm surges, as they promote flood dominance and trigger a net import of sediment. Conversely, sea-level rise threatens marsh stability, by promoting ebb dominance and triggering a net export of sediment. Ultimately, when storm surge and sea-level scenarios are combined, results show that storms with the highest intensities have the potential to counteract the negative impact of sea-level rise by masking its effects on the sediment budget.
Acknowledgements
We acknowledge the support of the School of Environmental Sciences, University of Liverpool.
References
Ganju, N.K., Kirwan, M.L., Dickhudt, P.J., Guntenspergen, G.R., Cahoon, D.R. and Kroeger, K.D. 2015. “Sediment transport-based metrics of wetland stability”. Geophysical Research Letters, 42(19), 7992-8000.
Schuerch, M., Vafeidis, A., Slawig, T. and Temmerman, S. 2013. “Modeling the influence of changing storm patterns on the ability of a salt marsh to keep pace with sea level rise”. Journal of Geophysical Research-Earth Surface, 118(1), 84-96.
How to cite: Pannozzo, N., Leonardi, N., Carnacina, I., and Smedley, R.: Salt marsh resilience to sea-level rise and increased storm intensity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1294, https://doi.org/10.5194/egusphere-egu21-1294, 2021.
EGU21-548 | vPICO presentations | NH5.4
The effects of wave impacts on toe scouring and overtopping concurrently for permeable shingle foreshoresMd Salauddin, Zhong Peng, and Jonathan Pearson
Recent studies by the Intergovernmental Panel on Climate Change indicate that sea level will continue to rise in many low-lying areas due to the global climate change that would potentially cause the occurrence of more frequent extreme meteorological events and storm surges in future years. Concurrently, the damage to the critical infrastructures and surrounding properties from extreme climatic events such as wave overtopping, and scouring are expected to be exacerbated in future. Reliable prediction tools for wave overtopping and toe scouring characteristics at sea defences are therefore significantly important for climate resilience of coastal infrastructures. To date, however, most parametric studies regarding these aspects have tended to focus either only overtopping or scouring at sea defences, with investigations on the effects of wave impacts on both overtopping and scouring characteristics simultaneously, particularly for permeable shingle beaches in front of the structure being less well-studied. This limitation and research gap have driven the need to carry out a comprehensive suite of experimental investigations on the influence of wave impacts on toe scour and overtopping concurrently at sea defences with shingle foreshores.
Here we investigate the effects of wave impacts on overtopping and scouring characteristics on a seawall as well as on a smooth sloping (1V:2H) structure in a suite of laboratory tests performed in a 2D wave flume (22 m in length, 0.6 m in width, and 1.0 m in depth) at the University of Warwick, UK. Permeable shingle sloping (1V:20H) foreshores were constructed in front of the tested structures using the crushed filtered anthracite with a quoted specific gravity of 1.40 T/m3. At a 1 in 50 scale, tested anthracite d50 values of 2.10 mm and 4.20 mm represented prototype shingles with d50 values of 13 mm and 24 mm, respectively. Overtopping volumes and scour depths were measured for each test comprised of around 1000 JONSWAP (gamma = 3.3) pseudo-random waves. Two nominal deep-water wave steepness values of 0.02 and 0.05 were tested to simulate both long and short wave conditions.
Results of this laboratory investigation showed that toe scouring and overtopping is principally caused by plunging or near plunging wave breakers for the tested both vertical and sloping structures on permeable slopes, which are in consistent with results that were previously reported for coastal structures on sandy beaches. The analysis of measured scour depths for vertical walls showed that overall greater scour depths were observed for the experiments under impulsive (violent wave impacting) conditions, when compared to those reported for the non-impulsive conditions. For both vertical and smooth sloping structures, it was found that there is no apparent relationship between toe scour depths and shape parameter of Weibull distribution function of wave-by-wave overtopping volumes in a test sequence. Measurements of this experimental study could be employed as a reference to further investigate the impacts of toe scouring on overtopping characteristics at coastal infrastructures.
Keywords: Coastal Resilience, Overtopping, Scouring, Wave impacts.
References
EurOtop, 2018. www.overtopping-manual.com
Salauddin and Pearson, 2019a. https://doi.org/10.1016/j.oceaneng.2018.11.011
Salauddin and Pearson, 2019b. https://doi.org/10.3390/jmse7070198
Salauddin and Pearson, 2020. https://doi.org/10.1016/j.oceaneng.2019.106866
How to cite: Salauddin, M., Peng, Z., and Pearson, J.: The effects of wave impacts on toe scouring and overtopping concurrently for permeable shingle foreshores, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-548, https://doi.org/10.5194/egusphere-egu21-548, 2021.
Recent studies by the Intergovernmental Panel on Climate Change indicate that sea level will continue to rise in many low-lying areas due to the global climate change that would potentially cause the occurrence of more frequent extreme meteorological events and storm surges in future years. Concurrently, the damage to the critical infrastructures and surrounding properties from extreme climatic events such as wave overtopping, and scouring are expected to be exacerbated in future. Reliable prediction tools for wave overtopping and toe scouring characteristics at sea defences are therefore significantly important for climate resilience of coastal infrastructures. To date, however, most parametric studies regarding these aspects have tended to focus either only overtopping or scouring at sea defences, with investigations on the effects of wave impacts on both overtopping and scouring characteristics simultaneously, particularly for permeable shingle beaches in front of the structure being less well-studied. This limitation and research gap have driven the need to carry out a comprehensive suite of experimental investigations on the influence of wave impacts on toe scour and overtopping concurrently at sea defences with shingle foreshores.
Here we investigate the effects of wave impacts on overtopping and scouring characteristics on a seawall as well as on a smooth sloping (1V:2H) structure in a suite of laboratory tests performed in a 2D wave flume (22 m in length, 0.6 m in width, and 1.0 m in depth) at the University of Warwick, UK. Permeable shingle sloping (1V:20H) foreshores were constructed in front of the tested structures using the crushed filtered anthracite with a quoted specific gravity of 1.40 T/m3. At a 1 in 50 scale, tested anthracite d50 values of 2.10 mm and 4.20 mm represented prototype shingles with d50 values of 13 mm and 24 mm, respectively. Overtopping volumes and scour depths were measured for each test comprised of around 1000 JONSWAP (gamma = 3.3) pseudo-random waves. Two nominal deep-water wave steepness values of 0.02 and 0.05 were tested to simulate both long and short wave conditions.
Results of this laboratory investigation showed that toe scouring and overtopping is principally caused by plunging or near plunging wave breakers for the tested both vertical and sloping structures on permeable slopes, which are in consistent with results that were previously reported for coastal structures on sandy beaches. The analysis of measured scour depths for vertical walls showed that overall greater scour depths were observed for the experiments under impulsive (violent wave impacting) conditions, when compared to those reported for the non-impulsive conditions. For both vertical and smooth sloping structures, it was found that there is no apparent relationship between toe scour depths and shape parameter of Weibull distribution function of wave-by-wave overtopping volumes in a test sequence. Measurements of this experimental study could be employed as a reference to further investigate the impacts of toe scouring on overtopping characteristics at coastal infrastructures.
Keywords: Coastal Resilience, Overtopping, Scouring, Wave impacts.
References
EurOtop, 2018. www.overtopping-manual.com
Salauddin and Pearson, 2019a. https://doi.org/10.1016/j.oceaneng.2018.11.011
Salauddin and Pearson, 2019b. https://doi.org/10.3390/jmse7070198
Salauddin and Pearson, 2020. https://doi.org/10.1016/j.oceaneng.2019.106866
How to cite: Salauddin, M., Peng, Z., and Pearson, J.: The effects of wave impacts on toe scouring and overtopping concurrently for permeable shingle foreshores, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-548, https://doi.org/10.5194/egusphere-egu21-548, 2021.
EGU21-14453 | vPICO presentations | NH5.4
Sea-level rise driven soil salinizationHannes Nevermann, Amir AghaKouchak, and Nima Shokri
Sea level rise (SLR) is a well-documented aspect of anthropogenic climate change which is primary due to the thermal expansion of seawater and melting of ice caps and glaciers (1). Climate change is expected to exacerbate sea-level rise within the next century, much larger than the observations since the beginning of the recordings. Next to various natural hazards and extreme environmental events such as flooding, the sea level rise poses serious long-standing and possibly irreversible consequences on human timescales in coastal regions. For example, soil salinity is expected to increase near shorelines due to sea level rise. Soil salinization, referring to excess accumulation of salt in soil, is a global problem (2) adversely affecting many environmental and hydrologic processes such as terrestrial ecosystem functioning, water cycle and biodiversity. SLRs shift the saltwater-freshwater boundary in coastal regions which will increase the risk of soil salinization further inland. Considering the growing population living in coastal regions, SLR-driven soil salinization has a severe socio-economic impact posing significant threat to farmlands, wetlands, coastal marshes, forests and other ecosystems. Motivated by the importance of the interaction between SLR, climate change and soil salinization, this study aims to determine how the saltwater-freshwater interface moves under different Representative Concentration Pathways (RCP) scenarios in coastal regions. Groundwater data of coastal wells, Digital Elevation Model’s and satellite images will be used to highlight areas under high risk of soil salinization. The results will enable us to quantify the possible extent of the soil salinization as a result of SLR under different climate scenarios with the associated socio-economic consequences. Such information could support decision making and sustainable resource management under different RCPs.
1. Moftakhari H.M., Salvadori G., AghaKouchak A., Sanders, B.F., Matthew, R.A. (2017). Compounding Effects of Sea Level Rise and Fluvial Flooding. Proc. Nat. Acad. Sci., 114 (37), 9785-9790.
2. Hassani, A., Azapagic, A., Shokri, N. (2020). Predicting Long-term Dynamics of Soil Salinity and Sodicity on a Global Scale. Proc. Nat. Acad. Sci., 117 (52) 33017-33027.
How to cite: Nevermann, H., AghaKouchak, A., and Shokri, N.: Sea-level rise driven soil salinization, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14453, https://doi.org/10.5194/egusphere-egu21-14453, 2021.
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Sea level rise (SLR) is a well-documented aspect of anthropogenic climate change which is primary due to the thermal expansion of seawater and melting of ice caps and glaciers (1). Climate change is expected to exacerbate sea-level rise within the next century, much larger than the observations since the beginning of the recordings. Next to various natural hazards and extreme environmental events such as flooding, the sea level rise poses serious long-standing and possibly irreversible consequences on human timescales in coastal regions. For example, soil salinity is expected to increase near shorelines due to sea level rise. Soil salinization, referring to excess accumulation of salt in soil, is a global problem (2) adversely affecting many environmental and hydrologic processes such as terrestrial ecosystem functioning, water cycle and biodiversity. SLRs shift the saltwater-freshwater boundary in coastal regions which will increase the risk of soil salinization further inland. Considering the growing population living in coastal regions, SLR-driven soil salinization has a severe socio-economic impact posing significant threat to farmlands, wetlands, coastal marshes, forests and other ecosystems. Motivated by the importance of the interaction between SLR, climate change and soil salinization, this study aims to determine how the saltwater-freshwater interface moves under different Representative Concentration Pathways (RCP) scenarios in coastal regions. Groundwater data of coastal wells, Digital Elevation Model’s and satellite images will be used to highlight areas under high risk of soil salinization. The results will enable us to quantify the possible extent of the soil salinization as a result of SLR under different climate scenarios with the associated socio-economic consequences. Such information could support decision making and sustainable resource management under different RCPs.
1. Moftakhari H.M., Salvadori G., AghaKouchak A., Sanders, B.F., Matthew, R.A. (2017). Compounding Effects of Sea Level Rise and Fluvial Flooding. Proc. Nat. Acad. Sci., 114 (37), 9785-9790.
2. Hassani, A., Azapagic, A., Shokri, N. (2020). Predicting Long-term Dynamics of Soil Salinity and Sodicity on a Global Scale. Proc. Nat. Acad. Sci., 117 (52) 33017-33027.
How to cite: Nevermann, H., AghaKouchak, A., and Shokri, N.: Sea-level rise driven soil salinization, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14453, https://doi.org/10.5194/egusphere-egu21-14453, 2021.
NH5.6 – Geohazards in lacustrine settings
EGU21-7080 | vPICO presentations | NH5.6
Numerical simulations of tsunami generation in caldera lakes by subaqueous explosive volcanismMatthew Hayward, Colin Whittaker, Emily Lane, and William Power
Caldera lakes are prominent volcanic features that can pose an additional hazard due to water presence, such as tsunamis, lahars, or flooding by lake breakout. Many of these lakes are populated and occupied by infrastructure on their shore, such as hydroelectric facilities. Volcanogenic tsunamis are a lesser modelled hazard compared to their seismogenic relatives, and the understanding of wave-making potential from subaqueous explosive eruptions is poor due to practical limitations of volcanic observation. Prior studies utilised models of surface waves produced from analogous chemical and nuclear explosions; however, these are derived from dated naval research and require reassessment.
This study verifies a non-hydrostatic, vertically-Lagrangian multilayer method from the open-source software Basilisk against a laboratory flume experiment to assess suitability for modelling waves produced by variable size disturbances. This is then used to evaluate free-surface initial condition models of shallow water explosions on a U.S. Army submerged explosive series on generating waves in Mono Lake, California. On establishing fitness of the underlying models, these are applied to simulate hypothetical scenarios of submarine eruptions at Lake Taupō, New Zealand. Event locations and disturbance sizes are chosen corresponding to vent sites and magnitudes of eruptions during the Holocene. The initial disturbance is fitted to a function of estimated eruption energy. Vulnerable areas include small settlements across the eastern shore, Taupō township and the lake outflow control gates. After the initial tsunami waves, a seiche of lower amplitude is established in the hour following the event. Such eruptions in lakes may pose multiple simultaneous hazards with minimal arrival times (< 15 minutes for tsunami waves at Taupō); therefore the modelling of eruptive scenarios is a primary approach to inform local area hazard maps of submarine volcanism and raise preparedness for surrounding facilities and communities.
How to cite: Hayward, M., Whittaker, C., Lane, E., and Power, W.: Numerical simulations of tsunami generation in caldera lakes by subaqueous explosive volcanism, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7080, https://doi.org/10.5194/egusphere-egu21-7080, 2021.
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Caldera lakes are prominent volcanic features that can pose an additional hazard due to water presence, such as tsunamis, lahars, or flooding by lake breakout. Many of these lakes are populated and occupied by infrastructure on their shore, such as hydroelectric facilities. Volcanogenic tsunamis are a lesser modelled hazard compared to their seismogenic relatives, and the understanding of wave-making potential from subaqueous explosive eruptions is poor due to practical limitations of volcanic observation. Prior studies utilised models of surface waves produced from analogous chemical and nuclear explosions; however, these are derived from dated naval research and require reassessment.
This study verifies a non-hydrostatic, vertically-Lagrangian multilayer method from the open-source software Basilisk against a laboratory flume experiment to assess suitability for modelling waves produced by variable size disturbances. This is then used to evaluate free-surface initial condition models of shallow water explosions on a U.S. Army submerged explosive series on generating waves in Mono Lake, California. On establishing fitness of the underlying models, these are applied to simulate hypothetical scenarios of submarine eruptions at Lake Taupō, New Zealand. Event locations and disturbance sizes are chosen corresponding to vent sites and magnitudes of eruptions during the Holocene. The initial disturbance is fitted to a function of estimated eruption energy. Vulnerable areas include small settlements across the eastern shore, Taupō township and the lake outflow control gates. After the initial tsunami waves, a seiche of lower amplitude is established in the hour following the event. Such eruptions in lakes may pose multiple simultaneous hazards with minimal arrival times (< 15 minutes for tsunami waves at Taupō); therefore the modelling of eruptive scenarios is a primary approach to inform local area hazard maps of submarine volcanism and raise preparedness for surrounding facilities and communities.
How to cite: Hayward, M., Whittaker, C., Lane, E., and Power, W.: Numerical simulations of tsunami generation in caldera lakes by subaqueous explosive volcanism, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7080, https://doi.org/10.5194/egusphere-egu21-7080, 2021.
EGU21-1338 | vPICO presentations | NH5.6
Geophysical evidence of gas seepage and mass movement in the Laacher See volcanic lake, western GermanyStijn Albers, Anouk Verwimp, Corentin Caudron, Thomas Hermans, Wim Versteeg, Guillaume Jouve, and Marc De Batist
The Laacher See caldera lake, formed by a series of phreatomagmatic and Plinian eruptions around 12,900 years BP, has been receiving increased attention lately with several studies investigating the present-day volcanic and geodynamic activity in the eastern Eifel, a densely populated area in western Germany. Volcanic activity beneath Laacher See is most notably evidenced by several gas seeps in the lake and its surrounding shore, emitting CO2 of magmatic origin. During a 2019 survey, several geophysical techniques were used to investigate the CO2 seeps at the lake floor. Here, we present results from multibeam echosounder and sub-bottom profiler data showing the presence of gas in both the water column (i.e. gas flares) and the lake sedimentary infill. Enhanced seismic reflections and acoustic blanking illustrate different levels at which free gas is accumulated in the lake sediments. Additionally, several stratigraphic horizons containing mass-transport deposits (MTDs) are observed in the laminated lake infill. The origin of these MTDs remains unclear, yet possible causes of slope failure in Laacher See might include seismic shaking, anthropogenic lake level fluctuation, and an increased fluid/pore pressure in the sediment due to free gas. Our results give a first indication of free gas in the lake infill, with further research needed to investigate the possible link between gas presence and mass movement in the lake. The monitoring of gas seeps at Laacher See and a further understanding of its gas-laden sedimentary infill can ultimately contribute to a better volcanic hazard assessment in the area.
How to cite: Albers, S., Verwimp, A., Caudron, C., Hermans, T., Versteeg, W., Jouve, G., and De Batist, M.: Geophysical evidence of gas seepage and mass movement in the Laacher See volcanic lake, western Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1338, https://doi.org/10.5194/egusphere-egu21-1338, 2021.
The Laacher See caldera lake, formed by a series of phreatomagmatic and Plinian eruptions around 12,900 years BP, has been receiving increased attention lately with several studies investigating the present-day volcanic and geodynamic activity in the eastern Eifel, a densely populated area in western Germany. Volcanic activity beneath Laacher See is most notably evidenced by several gas seeps in the lake and its surrounding shore, emitting CO2 of magmatic origin. During a 2019 survey, several geophysical techniques were used to investigate the CO2 seeps at the lake floor. Here, we present results from multibeam echosounder and sub-bottom profiler data showing the presence of gas in both the water column (i.e. gas flares) and the lake sedimentary infill. Enhanced seismic reflections and acoustic blanking illustrate different levels at which free gas is accumulated in the lake sediments. Additionally, several stratigraphic horizons containing mass-transport deposits (MTDs) are observed in the laminated lake infill. The origin of these MTDs remains unclear, yet possible causes of slope failure in Laacher See might include seismic shaking, anthropogenic lake level fluctuation, and an increased fluid/pore pressure in the sediment due to free gas. Our results give a first indication of free gas in the lake infill, with further research needed to investigate the possible link between gas presence and mass movement in the lake. The monitoring of gas seeps at Laacher See and a further understanding of its gas-laden sedimentary infill can ultimately contribute to a better volcanic hazard assessment in the area.
How to cite: Albers, S., Verwimp, A., Caudron, C., Hermans, T., Versteeg, W., Jouve, G., and De Batist, M.: Geophysical evidence of gas seepage and mass movement in the Laacher See volcanic lake, western Germany, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1338, https://doi.org/10.5194/egusphere-egu21-1338, 2021.
EGU21-1963 | vPICO presentations | NH5.6
A late Holocene Record of sediment dynamics obtained from Lake Altaussee (Salzkammergut, Austria).Jasper Moernaut, Sebastian Wagner, Julia Rechenmacher, Markus Fiebig, Marcel Ortler, Stefano Fabbri, Michael Strasser, and Erwin Heine
Sedimentary records in inner-Alpine lakes typically show a rich history of changes in sediment dynamics and the occurrence of various geohazards. Lake Altaussee (712 m asl; 2.4 x 1.0 km; max. 72 m deep) is a dimictic, moderately-sized glacigenic lake located in the Northern Calcareous Alps. Currently, it has no major river inflow and most water input comes from several subaqueous springs, forming large and deep craters (max. 60 m diameter and 22 m deep) on the lake bottom. Since 2019, a wide suite of investigations (hydrogeology, microplastics, hydroacoustics, geomorphology, sedimentology) started under the framework of the Walter Munk Foundation for the Oceans (WMFO) and the University of Natural Resources and Life Sciences (BOKU) Vienna. In 2020, the University of Innsbruck (UIBK) became a project partner to undertake joint research on its sedimentary infill.
We present preliminary results from lacustrine morphological mapping of high-resolution multibeam bathymetry (Kongsberg EM2040), seismic-stratigraphic analysis of subbottom profiling data (Innomar SES-2000 and Kongsberg GEOPULSE), and sedimentological/geochemical analysis on 22 short cores (60-170 cm long). Stratigraphic correlation between the 22 cores is based on visual detection of marker layers in Multi-Sensor Core Logging (MSCL), X-Ray CT and X-ray fluorescence (XRF) core scanning data.
The sediment cores mainly exhibit slowly-accumulating organic-rich sediments, typical for lake systems that lack significant fluvial sediment input. One unit of finely-laminated clastic carbonate-rich sedimentation can be traced back to an episode in which a major creek −draining an area of active salt mining− was flowing into the western part of the lake. In medieval times, this creek was artificially diverted and depositional conditions in the lake returned to organic-rich sedimentation.
The hydroacoustic data show a scattered pattern of large-scale blocks up to 50-70 m diameter in the eastern half of the lake basin. This suggests the occurrence of one or more large gravitational mass movements, which potentially originated at the steep rock slopes at the northern and eastern end of the lake. A megaturbidite (>1-2 m thick) can be traced over the entire basin floor in both subbottom profiling data and sediment cores, and directly overlies the blocks in the deep basin. Isopach mapping of this megaturbidite hints at sediment transport from both the eastern and western slopes, which we interpret to have occurred as the results of a mass-movement induced impulse wave that eroded coastal sediments at the opposite side of the lake and transported these to the deeper basin. On the shallower western plateau, the presence of an outstanding coarse-grained stratigraphic unit with an erosive base further supports this hypothesis, as it is stratigraphically coeval to the megaturbidite. Biogenic gas accumulation at the base of the megaturbidite prevents further penetration on the subbottom profiles, but some acoustic windows visualize up to 15 m of infill.
Upcoming research involves the establishment of 14C-based age-depth models, the acquisition of single-channel airgun seismics to visualize the entire infill of the lake through the gas blanket, and long piston coring to investigate the sediment dynamics and geohazards recorded in the Holocene sedimentary infill.
How to cite: Moernaut, J., Wagner, S., Rechenmacher, J., Fiebig, M., Ortler, M., Fabbri, S., Strasser, M., and Heine, E.: A late Holocene Record of sediment dynamics obtained from Lake Altaussee (Salzkammergut, Austria). , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1963, https://doi.org/10.5194/egusphere-egu21-1963, 2021.
Sedimentary records in inner-Alpine lakes typically show a rich history of changes in sediment dynamics and the occurrence of various geohazards. Lake Altaussee (712 m asl; 2.4 x 1.0 km; max. 72 m deep) is a dimictic, moderately-sized glacigenic lake located in the Northern Calcareous Alps. Currently, it has no major river inflow and most water input comes from several subaqueous springs, forming large and deep craters (max. 60 m diameter and 22 m deep) on the lake bottom. Since 2019, a wide suite of investigations (hydrogeology, microplastics, hydroacoustics, geomorphology, sedimentology) started under the framework of the Walter Munk Foundation for the Oceans (WMFO) and the University of Natural Resources and Life Sciences (BOKU) Vienna. In 2020, the University of Innsbruck (UIBK) became a project partner to undertake joint research on its sedimentary infill.
We present preliminary results from lacustrine morphological mapping of high-resolution multibeam bathymetry (Kongsberg EM2040), seismic-stratigraphic analysis of subbottom profiling data (Innomar SES-2000 and Kongsberg GEOPULSE), and sedimentological/geochemical analysis on 22 short cores (60-170 cm long). Stratigraphic correlation between the 22 cores is based on visual detection of marker layers in Multi-Sensor Core Logging (MSCL), X-Ray CT and X-ray fluorescence (XRF) core scanning data.
The sediment cores mainly exhibit slowly-accumulating organic-rich sediments, typical for lake systems that lack significant fluvial sediment input. One unit of finely-laminated clastic carbonate-rich sedimentation can be traced back to an episode in which a major creek −draining an area of active salt mining− was flowing into the western part of the lake. In medieval times, this creek was artificially diverted and depositional conditions in the lake returned to organic-rich sedimentation.
The hydroacoustic data show a scattered pattern of large-scale blocks up to 50-70 m diameter in the eastern half of the lake basin. This suggests the occurrence of one or more large gravitational mass movements, which potentially originated at the steep rock slopes at the northern and eastern end of the lake. A megaturbidite (>1-2 m thick) can be traced over the entire basin floor in both subbottom profiling data and sediment cores, and directly overlies the blocks in the deep basin. Isopach mapping of this megaturbidite hints at sediment transport from both the eastern and western slopes, which we interpret to have occurred as the results of a mass-movement induced impulse wave that eroded coastal sediments at the opposite side of the lake and transported these to the deeper basin. On the shallower western plateau, the presence of an outstanding coarse-grained stratigraphic unit with an erosive base further supports this hypothesis, as it is stratigraphically coeval to the megaturbidite. Biogenic gas accumulation at the base of the megaturbidite prevents further penetration on the subbottom profiles, but some acoustic windows visualize up to 15 m of infill.
Upcoming research involves the establishment of 14C-based age-depth models, the acquisition of single-channel airgun seismics to visualize the entire infill of the lake through the gas blanket, and long piston coring to investigate the sediment dynamics and geohazards recorded in the Holocene sedimentary infill.
How to cite: Moernaut, J., Wagner, S., Rechenmacher, J., Fiebig, M., Ortler, M., Fabbri, S., Strasser, M., and Heine, E.: A late Holocene Record of sediment dynamics obtained from Lake Altaussee (Salzkammergut, Austria). , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1963, https://doi.org/10.5194/egusphere-egu21-1963, 2021.
EGU21-784 | vPICO presentations | NH5.6
Active subaquatic fault segments in Lake Iznik along the middle strand of the North Anatolian Fault, NW TurkeyRenaldo Gastineau, Julia De Sigoyer, Pierre Sabatier, Stefano C. Fabbri, Flavio S. Anselmetti, Anne-Lise Develle, Mustafa Şahin, Serkan Gündüz, Frank Niessen, and A. Catalina Gebhardt
Lake Iznik (NW Turkey), is bordered by the middle strand of the North Anatolian Fault (MNAF), whose seismic activity is debated because of its quiescence during the instrumental period. In contrast, significant historical activity is documented by several chronicles over the last two millennia.
This study aims to get a new insight into its long-term seismicity and its tectonic setting. Lacustrine sediment cores reveal fourteen earthquake-induced turbidites since their ages correspond to seismic events during the past two millennia. Bathymetry and high-resolution seismic reflection data allow describing two hitherto unknown subaquatic active fault structures (the South Boyalica and Iznik faults), belonging to the MNAF system. Sediment cores sampled on both sides of the Iznik Fault document an event deposit and a sedimentary unit vertically offset of ∼ 40 cm interpreted as the last rupture during the 1065 CE destructive earthquake. Older events are supposed on this fault more than a thousand years ago. Further studies will help to estimate the horizontal coseismic offset of this oblique-slip fault and the calendar of older ruptures. The current seismic gap of thousand years on this segment greatly increases the seismic hazard in this region and must be considered in the seismic risk assessment of the NAF system.
How to cite: Gastineau, R., De Sigoyer, J., Sabatier, P., Fabbri, S. C., Anselmetti, F. S., Develle, A.-L., Şahin, M., Gündüz, S., Niessen, F., and Gebhardt, A. C.: Active subaquatic fault segments in Lake Iznik along the middle strand of the North Anatolian Fault, NW Turkey, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-784, https://doi.org/10.5194/egusphere-egu21-784, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Lake Iznik (NW Turkey), is bordered by the middle strand of the North Anatolian Fault (MNAF), whose seismic activity is debated because of its quiescence during the instrumental period. In contrast, significant historical activity is documented by several chronicles over the last two millennia.
This study aims to get a new insight into its long-term seismicity and its tectonic setting. Lacustrine sediment cores reveal fourteen earthquake-induced turbidites since their ages correspond to seismic events during the past two millennia. Bathymetry and high-resolution seismic reflection data allow describing two hitherto unknown subaquatic active fault structures (the South Boyalica and Iznik faults), belonging to the MNAF system. Sediment cores sampled on both sides of the Iznik Fault document an event deposit and a sedimentary unit vertically offset of ∼ 40 cm interpreted as the last rupture during the 1065 CE destructive earthquake. Older events are supposed on this fault more than a thousand years ago. Further studies will help to estimate the horizontal coseismic offset of this oblique-slip fault and the calendar of older ruptures. The current seismic gap of thousand years on this segment greatly increases the seismic hazard in this region and must be considered in the seismic risk assessment of the NAF system.
How to cite: Gastineau, R., De Sigoyer, J., Sabatier, P., Fabbri, S. C., Anselmetti, F. S., Develle, A.-L., Şahin, M., Gündüz, S., Niessen, F., and Gebhardt, A. C.: Active subaquatic fault segments in Lake Iznik along the middle strand of the North Anatolian Fault, NW Turkey, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-784, https://doi.org/10.5194/egusphere-egu21-784, 2021.
EGU21-3412 | vPICO presentations | NH5.6
Which Factors Modulate Earthquake-Triggered Soft Sediment Deformation? Moving Towards Quantitative Lacustrine PaleoseismologyAriana Molenaar, Maarten Van Daele, Thomas Vandorpe, Gerald Degenhart, Marc De Batist, Roberto Urrutia, Mario Pino, Michael Strasser, and Jasper Moernaut
Earthquake-induced soft sediment deformation structures (SSDS) can be used to resolve earthquake recurrence rates, but also to provide more quantitative information on past earthquake shaking intensities. Thorough understanding of the interplay between i) different ground motion characteristics, ii) sediment properties, iii) slope morphology and iv) seismic site effects is paramount for full exploitation of the paleoseismological potential of subaqueous SSDS records. However, we lack comparative studies investigating different SSDS records related to well-documented earthquakes, varying sediment types and site morphologies.
We investigated 17 slope and three basin sediment cores from two South-Central Chilean lakes: lakes Riñihue and Calafquén. Using X-ray computed tomography (CT) data, six different types of SSDS were observed: i) disturbed lamination, ii) folds, iii) intraclast breccia, iv) faults, v) load structures and vi) injection structures. We directly linked SSDS to five well-documented megathrust earthquakes using stratigraphic correlation of sediment sequences to well-dated basinal seismo-turbidite records.
Sediment of both lakes consists of varve couplets of diatomaceous ooze and organic-rich terrestrial material intercalated with coarse-grained tephras and fine-grained lahar deposits. From the 49 SSDS intervals, 61% are assigned to one of the five megathrust earthquakes. Of the SSDS intervals not assigned to megathrust earthquakes, 68% are located directly above a tephra or lahar deposit. We suggest that dewatering of volcanic deposits could have weakened overlying sediment and facilitated deformation during later earthquakes.
Slope gradient at coring sites range from 0.2-9.5° and 0.2-14.2° in lakes Riñihue and Calafquén, respectively. Deformation occurs from 0.2° and total deformation increases with slope angle in both lakes. Total deformation in lake Calafquén increases less with slope angle than in lake Riñihue. Our observations suggest seismically-induced shear stress alone can suffice to deform sediment, but even minor increases of gravitational downslope stress will ease deformation. Smaller increase of total deformation with slope angle for lake Calafquén could be explained by higher diatom content. Diatoms enhance shear strength through high particle interlocking and surface roughness. Therefore, we suggest that enhanced diatom content reduces sediment susceptibility to shear-induced deformation.
We evaluate the effect of ground motion characteristics by correlating SSDS to peak ground acceleration (PGA) and bracketed duration (BD) of the causative strong megathrust earthquakes as derived from ground motion prediction equations. As first suggested for SSDS in the Dead Sea area, disturbed lamination develops to folds and finally intraclast breccia and is driven by earthquake-induced shear causing Kelvin-Helmholtz Instability (KHI). In lake Riñihue, SSDS type and count correlates best with PGA suggesting amplitude of ground acceleration as the main control of KHI-driven deformation.
Future comparative analysis of lacustrine SSDS records in different geodynamic settings will put our findings in a broader perspective. Sediment types will be quantified by measuring characteristics like grain size, diatom and organic content, density, viscosity and Atterberg limits. Our study is the first to allow direct comparison of three different factors—sediment type, ground motion characteristics and slope morphology—with related earthquake-triggered SSDS, thereby advancing lacustrine paleoseismology towards a more quantitative interpretation of SSDS records.
How to cite: Molenaar, A., Van Daele, M., Vandorpe, T., Degenhart, G., De Batist, M., Urrutia, R., Pino, M., Strasser, M., and Moernaut, J.: Which Factors Modulate Earthquake-Triggered Soft Sediment Deformation? Moving Towards Quantitative Lacustrine Paleoseismology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3412, https://doi.org/10.5194/egusphere-egu21-3412, 2021.
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Earthquake-induced soft sediment deformation structures (SSDS) can be used to resolve earthquake recurrence rates, but also to provide more quantitative information on past earthquake shaking intensities. Thorough understanding of the interplay between i) different ground motion characteristics, ii) sediment properties, iii) slope morphology and iv) seismic site effects is paramount for full exploitation of the paleoseismological potential of subaqueous SSDS records. However, we lack comparative studies investigating different SSDS records related to well-documented earthquakes, varying sediment types and site morphologies.
We investigated 17 slope and three basin sediment cores from two South-Central Chilean lakes: lakes Riñihue and Calafquén. Using X-ray computed tomography (CT) data, six different types of SSDS were observed: i) disturbed lamination, ii) folds, iii) intraclast breccia, iv) faults, v) load structures and vi) injection structures. We directly linked SSDS to five well-documented megathrust earthquakes using stratigraphic correlation of sediment sequences to well-dated basinal seismo-turbidite records.
Sediment of both lakes consists of varve couplets of diatomaceous ooze and organic-rich terrestrial material intercalated with coarse-grained tephras and fine-grained lahar deposits. From the 49 SSDS intervals, 61% are assigned to one of the five megathrust earthquakes. Of the SSDS intervals not assigned to megathrust earthquakes, 68% are located directly above a tephra or lahar deposit. We suggest that dewatering of volcanic deposits could have weakened overlying sediment and facilitated deformation during later earthquakes.
Slope gradient at coring sites range from 0.2-9.5° and 0.2-14.2° in lakes Riñihue and Calafquén, respectively. Deformation occurs from 0.2° and total deformation increases with slope angle in both lakes. Total deformation in lake Calafquén increases less with slope angle than in lake Riñihue. Our observations suggest seismically-induced shear stress alone can suffice to deform sediment, but even minor increases of gravitational downslope stress will ease deformation. Smaller increase of total deformation with slope angle for lake Calafquén could be explained by higher diatom content. Diatoms enhance shear strength through high particle interlocking and surface roughness. Therefore, we suggest that enhanced diatom content reduces sediment susceptibility to shear-induced deformation.
We evaluate the effect of ground motion characteristics by correlating SSDS to peak ground acceleration (PGA) and bracketed duration (BD) of the causative strong megathrust earthquakes as derived from ground motion prediction equations. As first suggested for SSDS in the Dead Sea area, disturbed lamination develops to folds and finally intraclast breccia and is driven by earthquake-induced shear causing Kelvin-Helmholtz Instability (KHI). In lake Riñihue, SSDS type and count correlates best with PGA suggesting amplitude of ground acceleration as the main control of KHI-driven deformation.
Future comparative analysis of lacustrine SSDS records in different geodynamic settings will put our findings in a broader perspective. Sediment types will be quantified by measuring characteristics like grain size, diatom and organic content, density, viscosity and Atterberg limits. Our study is the first to allow direct comparison of three different factors—sediment type, ground motion characteristics and slope morphology—with related earthquake-triggered SSDS, thereby advancing lacustrine paleoseismology towards a more quantitative interpretation of SSDS records.
How to cite: Molenaar, A., Van Daele, M., Vandorpe, T., Degenhart, G., De Batist, M., Urrutia, R., Pino, M., Strasser, M., and Moernaut, J.: Which Factors Modulate Earthquake-Triggered Soft Sediment Deformation? Moving Towards Quantitative Lacustrine Paleoseismology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3412, https://doi.org/10.5194/egusphere-egu21-3412, 2021.
EGU21-924 | vPICO presentations | NH5.6
Multiple pulses in lacustrine turbidites reveal earthquake doubletsKatleen Wils, Maxim Deprez, Catherine Kissel, Morgan Vervoort, Maarten Van Daele, Mudrik R. Daryono, Veerle Cnudde, Danny H. Natawidjaja, and Marc De Batist
Earthquake doublets form a particular challenge for seismic hazard assessment and can provide insights into potentially characteristic fault behaviour. However, knowledge on this type of earthquake sequences is limited to information provided by historical archives as their identification in paleoseismic records is ambiguous. The continuous sedimentation records provided by lacustrine settings might be able to resolve closely-timed earthquakes, but confident identification of earthquake doublets has, up to now, not been made. To reveal the potential of these high-resolution records, we perform a detailed analysis of a multi-pulsed turbidite that has been identified in the sedimentary infill of Lake Singkarak and that was generated by the March 2007 West Sumatra earthquake doublet (i.e. two Mw>6 shocks on adjacent fault segments at 2 hours apart). In order to distinguish non-synchronously generated pulses in this turbidite (different earthquake, same turbidite source area) from those that are potentially synchronously-generated (same earthquake, different turbidite source areas), we develop a new methodology that allows analysing paleoflow directions by using grain-size analysis, natural remanent magnetization measurements and high-resolution X-ray computed tomography. Combining these techniques allows us to reveal the absolute geographical orientation of elongated grains, which are considered to be deposited aligned to the dominant paleoflow direction. Application to the 2007 turbidite in Lake Singkarak allows identifying the presence of non-synchronously generated pulses, thus confirming that each earthquake in the 2007 West Sumatra doublet triggered separate turbidity currents in the lake. Our study thus underscores the invaluable sensitivity of lacustrine paleoseismic records and outlines a promising methodology to analyse previously-described multi-pulsed lacustrine turbidites to reveal the occurrence of, up to now, unknown earthquake doublets.
How to cite: Wils, K., Deprez, M., Kissel, C., Vervoort, M., Van Daele, M., Daryono, M. R., Cnudde, V., Natawidjaja, D. H., and De Batist, M.: Multiple pulses in lacustrine turbidites reveal earthquake doublets, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-924, https://doi.org/10.5194/egusphere-egu21-924, 2021.
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Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Earthquake doublets form a particular challenge for seismic hazard assessment and can provide insights into potentially characteristic fault behaviour. However, knowledge on this type of earthquake sequences is limited to information provided by historical archives as their identification in paleoseismic records is ambiguous. The continuous sedimentation records provided by lacustrine settings might be able to resolve closely-timed earthquakes, but confident identification of earthquake doublets has, up to now, not been made. To reveal the potential of these high-resolution records, we perform a detailed analysis of a multi-pulsed turbidite that has been identified in the sedimentary infill of Lake Singkarak and that was generated by the March 2007 West Sumatra earthquake doublet (i.e. two Mw>6 shocks on adjacent fault segments at 2 hours apart). In order to distinguish non-synchronously generated pulses in this turbidite (different earthquake, same turbidite source area) from those that are potentially synchronously-generated (same earthquake, different turbidite source areas), we develop a new methodology that allows analysing paleoflow directions by using grain-size analysis, natural remanent magnetization measurements and high-resolution X-ray computed tomography. Combining these techniques allows us to reveal the absolute geographical orientation of elongated grains, which are considered to be deposited aligned to the dominant paleoflow direction. Application to the 2007 turbidite in Lake Singkarak allows identifying the presence of non-synchronously generated pulses, thus confirming that each earthquake in the 2007 West Sumatra doublet triggered separate turbidity currents in the lake. Our study thus underscores the invaluable sensitivity of lacustrine paleoseismic records and outlines a promising methodology to analyse previously-described multi-pulsed lacustrine turbidites to reveal the occurrence of, up to now, unknown earthquake doublets.
How to cite: Wils, K., Deprez, M., Kissel, C., Vervoort, M., Van Daele, M., Daryono, M. R., Cnudde, V., Natawidjaja, D. H., and De Batist, M.: Multiple pulses in lacustrine turbidites reveal earthquake doublets, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-924, https://doi.org/10.5194/egusphere-egu21-924, 2021.
EGU21-3099 | vPICO presentations | NH5.6
Calibrated long-term lacustrine paleoseismic records from Carinthia (Austria): implications for earthquake hazard in the south-eastern AlpsChristoph Daxer, Marcel Ortler, Jyh-Jaan Steven Huang, Stefano Fabbri, Michael Hilbe, Marc De Batist, Irka Hajdas, Thomas Piechl, Michael Strasser, and Jasper Moernaut
In formerly glaciated intraplate settings with moderate seismicities, such as the Eastern Alps, recurrence intervals of strong earthquakes (Mw >6) typically exceed the short time span of instrumental (~100 years) and historical (~1000 years) data. To assess the seismic hazards and draw conclusions about the role of postglacial isostatic rebound on earthquake recurrence in these regions, lakes have been increasingly used as natural seismographs over the last two decades.
We present paleoseismic records from three glacigenic lakes (Wörthersee, Millstätter See, and Klopeiner See) situated at the south-eastern rim of the Alps, Austria. This region, although located in an intraplate setting, has experienced several devastating historically and instrumentally recorded earthquakes with intensities ranging from V to IX (EMS-98) in our study area, e.g., in AD1348 (Mw ~7; possibly the strongest historical earthquake in the Alps), AD1511 (Mw 6.9), AD1690 (Mw 6.5), AD1857 (Mw 5) and AD1976 (Mw 6.4).
The lakes were investigated with multibeam bathymetry and a very dense grid of reflection seismic profiles (~1.3, 3.5, and 8 kHz; 640 km in total). Numerous short (~1.5 m; ~80 cores) and long (~up to 14 m; 22 cores) sediment cores were retrieved from all lakes and their respective subbasins and were independently dated (varve counting in the last ~1000 years, radiocarbon, and 210Pb/137Cs dating). This spatially and temporally high-resolution approach allows to construct a complete picture of the sedimentary imprint of strong earthquakes in these lakes.
The geophysical data image an archive of multiple simultaneous subaqueous landslides. In the sediment cores, which cover the last 7500 years in Millstätter See and reach back into the Late Glacial in Wörthersee and Klopeiner See, these landslides are represented as turbidite deposits (from mm to m-scale) interspersed in the partly finely laminated background sediments. By comparing the seismic intensities of the well-documented historical earthquakes to the spatial distribution of sedimentary imprint in the lakes, we revealed the earthquake recording thresholds (EQRT) of different depositional areas. Most of the sites record local intensities ≥VI. In shallow basins with low sedimentation rates, however, the EQRT is significantly higher, either solely recording the AD1348 event (VIII-IX) or showing no evidence of seismic shaking at all. Contrastingly, sites close to alluvial fans in Wörthersee also record the AD1857 and the AD1976 earthquakes (V½). Quantification of the earthquake-related deposits (e.g., cumulative turbidite thickness, percentage of depositional areas recording an event) shows a linear size-scaling relationship with the respective intensities. This provides us with a tool to constrain the local seismic intensity of prehistoric earthquakes.
Our data show that the AD1348 earthquake generated the strongest earthquake shaking in the study area for the entire Holocene. Generally, the seismicity peaked in the Late Glacial, around ~3.5 ka, and in the last ~1000 years, whereas the early- to mid-Holocene was a relatively calm period. Other paleo-earthquake studies from both the Fennoscandian Peninsula and the Swiss Alps show a similar seismicity pattern, suggesting that seismicity in the Alps is governed by postglacial rebound rather than tectonically induced stress.
How to cite: Daxer, C., Ortler, M., Huang, J.-J. S., Fabbri, S., Hilbe, M., De Batist, M., Hajdas, I., Piechl, T., Strasser, M., and Moernaut, J.: Calibrated long-term lacustrine paleoseismic records from Carinthia (Austria): implications for earthquake hazard in the south-eastern Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3099, https://doi.org/10.5194/egusphere-egu21-3099, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In formerly glaciated intraplate settings with moderate seismicities, such as the Eastern Alps, recurrence intervals of strong earthquakes (Mw >6) typically exceed the short time span of instrumental (~100 years) and historical (~1000 years) data. To assess the seismic hazards and draw conclusions about the role of postglacial isostatic rebound on earthquake recurrence in these regions, lakes have been increasingly used as natural seismographs over the last two decades.
We present paleoseismic records from three glacigenic lakes (Wörthersee, Millstätter See, and Klopeiner See) situated at the south-eastern rim of the Alps, Austria. This region, although located in an intraplate setting, has experienced several devastating historically and instrumentally recorded earthquakes with intensities ranging from V to IX (EMS-98) in our study area, e.g., in AD1348 (Mw ~7; possibly the strongest historical earthquake in the Alps), AD1511 (Mw 6.9), AD1690 (Mw 6.5), AD1857 (Mw 5) and AD1976 (Mw 6.4).
The lakes were investigated with multibeam bathymetry and a very dense grid of reflection seismic profiles (~1.3, 3.5, and 8 kHz; 640 km in total). Numerous short (~1.5 m; ~80 cores) and long (~up to 14 m; 22 cores) sediment cores were retrieved from all lakes and their respective subbasins and were independently dated (varve counting in the last ~1000 years, radiocarbon, and 210Pb/137Cs dating). This spatially and temporally high-resolution approach allows to construct a complete picture of the sedimentary imprint of strong earthquakes in these lakes.
The geophysical data image an archive of multiple simultaneous subaqueous landslides. In the sediment cores, which cover the last 7500 years in Millstätter See and reach back into the Late Glacial in Wörthersee and Klopeiner See, these landslides are represented as turbidite deposits (from mm to m-scale) interspersed in the partly finely laminated background sediments. By comparing the seismic intensities of the well-documented historical earthquakes to the spatial distribution of sedimentary imprint in the lakes, we revealed the earthquake recording thresholds (EQRT) of different depositional areas. Most of the sites record local intensities ≥VI. In shallow basins with low sedimentation rates, however, the EQRT is significantly higher, either solely recording the AD1348 event (VIII-IX) or showing no evidence of seismic shaking at all. Contrastingly, sites close to alluvial fans in Wörthersee also record the AD1857 and the AD1976 earthquakes (V½). Quantification of the earthquake-related deposits (e.g., cumulative turbidite thickness, percentage of depositional areas recording an event) shows a linear size-scaling relationship with the respective intensities. This provides us with a tool to constrain the local seismic intensity of prehistoric earthquakes.
Our data show that the AD1348 earthquake generated the strongest earthquake shaking in the study area for the entire Holocene. Generally, the seismicity peaked in the Late Glacial, around ~3.5 ka, and in the last ~1000 years, whereas the early- to mid-Holocene was a relatively calm period. Other paleo-earthquake studies from both the Fennoscandian Peninsula and the Swiss Alps show a similar seismicity pattern, suggesting that seismicity in the Alps is governed by postglacial rebound rather than tectonically induced stress.
How to cite: Daxer, C., Ortler, M., Huang, J.-J. S., Fabbri, S., Hilbe, M., De Batist, M., Hajdas, I., Piechl, T., Strasser, M., and Moernaut, J.: Calibrated long-term lacustrine paleoseismic records from Carinthia (Austria): implications for earthquake hazard in the south-eastern Alps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3099, https://doi.org/10.5194/egusphere-egu21-3099, 2021.
EGU21-11057 | vPICO presentations | NH5.6
A new approach to constrain the seismic origin for prehistoric turbidites as applied to the Dead Sea BasinAurelia Hubert-Ferrari, Jasper Moernaut, Revital Bookman, Nicolas Waldmann, Nadav Wetzler, Amotz Agnon, Shmuel Marco, G. Ian Alsop, Michael Strasser, and Yin Lu
Seismogenic turbidites are widely used for geohazard assessment. The use of turbidites as an earthquake indicator requires a clear demonstration that an earthquake, rather than non-seismic factors, is the most plausible trigger. The seismic origin is normally verified either by correlating the turbidites to historic earthquakes, or by demonstrating synchronous deposition over large areas of a basin. Correlating historic earthquakes could potentially constrain the seismic intensities necessary for triggering turbidites, however this method is not applicable to prehistoric events. In addition, the synchronous deposition of turbidites cannot be verified for a single core record.
Here, we propose a new approach to establish the seismic origin of prehistoric turbidites that involves analyzing in situ deformation that underlies each turbidite, as recorded in a 457 m-long core from the Dead Sea depocenter. These in situ deformations have been previously verified as seismites and could thus authenticate the trigger for each overlying turbidite. We also constrain the seismic intensities that triggered prehistoric turbidites by analyzing the degree of in situ deformation underlying each turbidite. Moreover, our high-resolution chemical and sedimentological data validate a long-lasting hypothesis that soft-sediment deformation in the Dead Sea formed at the sediment-water interface. In addition, we use our results to propose seven basic earthquake-related depositional scenarios preserved in depocenters located in tectonically active regions like the Dead Sea. These techniques and findings permit a more confident geohazard assessment in the region and act as a model for other similar tectonic settings, by improving the completeness of a paleoseismic archive.
How to cite: Hubert-Ferrari, A., Moernaut, J., Bookman, R., Waldmann, N., Wetzler, N., Agnon, A., Marco, S., Alsop, G. I., Strasser, M., and Lu, Y.: A new approach to constrain the seismic origin for prehistoric turbidites as applied to the Dead Sea Basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11057, https://doi.org/10.5194/egusphere-egu21-11057, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Seismogenic turbidites are widely used for geohazard assessment. The use of turbidites as an earthquake indicator requires a clear demonstration that an earthquake, rather than non-seismic factors, is the most plausible trigger. The seismic origin is normally verified either by correlating the turbidites to historic earthquakes, or by demonstrating synchronous deposition over large areas of a basin. Correlating historic earthquakes could potentially constrain the seismic intensities necessary for triggering turbidites, however this method is not applicable to prehistoric events. In addition, the synchronous deposition of turbidites cannot be verified for a single core record.
Here, we propose a new approach to establish the seismic origin of prehistoric turbidites that involves analyzing in situ deformation that underlies each turbidite, as recorded in a 457 m-long core from the Dead Sea depocenter. These in situ deformations have been previously verified as seismites and could thus authenticate the trigger for each overlying turbidite. We also constrain the seismic intensities that triggered prehistoric turbidites by analyzing the degree of in situ deformation underlying each turbidite. Moreover, our high-resolution chemical and sedimentological data validate a long-lasting hypothesis that soft-sediment deformation in the Dead Sea formed at the sediment-water interface. In addition, we use our results to propose seven basic earthquake-related depositional scenarios preserved in depocenters located in tectonically active regions like the Dead Sea. These techniques and findings permit a more confident geohazard assessment in the region and act as a model for other similar tectonic settings, by improving the completeness of a paleoseismic archive.
How to cite: Hubert-Ferrari, A., Moernaut, J., Bookman, R., Waldmann, N., Wetzler, N., Agnon, A., Marco, S., Alsop, G. I., Strasser, M., and Lu, Y.: A new approach to constrain the seismic origin for prehistoric turbidites as applied to the Dead Sea Basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11057, https://doi.org/10.5194/egusphere-egu21-11057, 2021.
EGU21-901 | vPICO presentations | NH5.6
Did the Late Glacial to Holocene climatic transition trigger large earthquakes in the Western Alps?Mathilde Banjan, Christian Crouzet, Pierre Sabatier, Hervé Jomard, François Demory, Anne-Lise Develle, Jean-Philippe Jenny, Nathaniel Findling, Philippe Alain, and Erwan Messager
Seismic hazard calculations are based on the assumption that seismicity rates are stable over time. In a given area, the seismicity recorded through historical archives and seismometers is considered a reliable indicator to model the occurrence of future high magnitude seismic events. But, to discuss this hypothesis regionally, it is essential to reconstruct long term seismicity.
The junction between the Jura mountains and the Alps is seismically active, as shown by the occurrence of numerous seismic events and the presence of several active faults (De La Taille, 2015). Since the 15th century, more than twenty earthquakes of epicentral intensity greater than VII have been identified in this area. In addition, sedimentary sequences from Lake Annecy and Lake du Bourget have highlighted the capacity of these "natural archives" to record recurrent seismic activity (Beck 2009), with a potential major seismic event identified around 9900 cal. BP (Arnaud et al., 2012). Such lacustrine archives are key to better understand 1) the occurrence of major seismic events and 2) the evolution of seismicity rates through time, prior to historical and instrumental records.
Here, we present two sedimentary sequences of 11 and 16 metres long respectively, sampled in the shallowest and deepest basins of Lake Aiguebelette (altitude: 374 m). We performed sedimentological, geochemical and paleomagnetic analyses combined with seismic profile analyses and radiocarbon dating to study processes of event layer deposition in this lake. Multi-proxy analyses allow a quantitative identification of event layers, contrasting with varved-sedimentation. In the deepest basin sequence, 33 homogenites are identified through variations of the laboratory induced isothermal remanent magnetization of sediments measured with a high-resolution fluxgate scanner (Demory et al., 2019) and high foliation (>2%) of the Anisotropy of Magnetic Susceptibility. These parameters are usually associated with seiche effect induced by seismic activity (Campos et al., 2013). Among these event layers, archived in the deep basin sequence, three of them occured synchronously in the shallow basin (at 3000 ± 100, 6900 ± 100 and 11400 ± 300 cal. BP, respectively).
The oldest and thickest event layer recorded in Lake Aiguebelette was deposited at the transition between the Late Glacial and Holocene stages. In the deepest basin, this 1.15-meter-thick deposit is composed of an upward-graded base and a 0.84 meter-thick homogenite, which was also identified as a transparent facies on seismic profiles. In Lake Le Bourget, Lake Annecy, and central Swiss perialpine lakes, several seismic profiles analyses show transparent seismic facies interpreted as mass movement deposits occurring at the same period of time: the Late glacial-Holocene transition.
Did this climatic transition influence the seismic activity in the Alps? If so, the impact of such climatic forcing on seismic hazard assessment should be evaluated.
Arnaud et al (2012). Lake Bourget regional erosion patterns... QSR., 51, 81-92.
Beck (2009). Late Quaternary lacustrine paleo-seismic... EarthSciRev., 96(4), 327-344.
Campos et al (2013). Deciphering hemipelagites from homogenites... SedGeol., 292, 1-14.
De La Taille et al (2015). Impact of active faulting... Tectonophysics, 664, 31-49.
Demory et al (2019). A new high‐resolution magnetic scanner... Geochem,Geophy,Geosys., 20(7), 3186-3200.
Keywords: Lake sediment, homogenites, paleo-earthquakes, seismic hazard, French Alps
How to cite: Banjan, M., Crouzet, C., Sabatier, P., Jomard, H., Demory, F., Develle, A.-L., Jenny, J.-P., Findling, N., Alain, P., and Messager, E.: Did the Late Glacial to Holocene climatic transition trigger large earthquakes in the Western Alps?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-901, https://doi.org/10.5194/egusphere-egu21-901, 2021.
Seismic hazard calculations are based on the assumption that seismicity rates are stable over time. In a given area, the seismicity recorded through historical archives and seismometers is considered a reliable indicator to model the occurrence of future high magnitude seismic events. But, to discuss this hypothesis regionally, it is essential to reconstruct long term seismicity.
The junction between the Jura mountains and the Alps is seismically active, as shown by the occurrence of numerous seismic events and the presence of several active faults (De La Taille, 2015). Since the 15th century, more than twenty earthquakes of epicentral intensity greater than VII have been identified in this area. In addition, sedimentary sequences from Lake Annecy and Lake du Bourget have highlighted the capacity of these "natural archives" to record recurrent seismic activity (Beck 2009), with a potential major seismic event identified around 9900 cal. BP (Arnaud et al., 2012). Such lacustrine archives are key to better understand 1) the occurrence of major seismic events and 2) the evolution of seismicity rates through time, prior to historical and instrumental records.
Here, we present two sedimentary sequences of 11 and 16 metres long respectively, sampled in the shallowest and deepest basins of Lake Aiguebelette (altitude: 374 m). We performed sedimentological, geochemical and paleomagnetic analyses combined with seismic profile analyses and radiocarbon dating to study processes of event layer deposition in this lake. Multi-proxy analyses allow a quantitative identification of event layers, contrasting with varved-sedimentation. In the deepest basin sequence, 33 homogenites are identified through variations of the laboratory induced isothermal remanent magnetization of sediments measured with a high-resolution fluxgate scanner (Demory et al., 2019) and high foliation (>2%) of the Anisotropy of Magnetic Susceptibility. These parameters are usually associated with seiche effect induced by seismic activity (Campos et al., 2013). Among these event layers, archived in the deep basin sequence, three of them occured synchronously in the shallow basin (at 3000 ± 100, 6900 ± 100 and 11400 ± 300 cal. BP, respectively).
The oldest and thickest event layer recorded in Lake Aiguebelette was deposited at the transition between the Late Glacial and Holocene stages. In the deepest basin, this 1.15-meter-thick deposit is composed of an upward-graded base and a 0.84 meter-thick homogenite, which was also identified as a transparent facies on seismic profiles. In Lake Le Bourget, Lake Annecy, and central Swiss perialpine lakes, several seismic profiles analyses show transparent seismic facies interpreted as mass movement deposits occurring at the same period of time: the Late glacial-Holocene transition.
Did this climatic transition influence the seismic activity in the Alps? If so, the impact of such climatic forcing on seismic hazard assessment should be evaluated.
Arnaud et al (2012). Lake Bourget regional erosion patterns... QSR., 51, 81-92.
Beck (2009). Late Quaternary lacustrine paleo-seismic... EarthSciRev., 96(4), 327-344.
Campos et al (2013). Deciphering hemipelagites from homogenites... SedGeol., 292, 1-14.
De La Taille et al (2015). Impact of active faulting... Tectonophysics, 664, 31-49.
Demory et al (2019). A new high‐resolution magnetic scanner... Geochem,Geophy,Geosys., 20(7), 3186-3200.
Keywords: Lake sediment, homogenites, paleo-earthquakes, seismic hazard, French Alps
How to cite: Banjan, M., Crouzet, C., Sabatier, P., Jomard, H., Demory, F., Develle, A.-L., Jenny, J.-P., Findling, N., Alain, P., and Messager, E.: Did the Late Glacial to Holocene climatic transition trigger large earthquakes in the Western Alps?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-901, https://doi.org/10.5194/egusphere-egu21-901, 2021.
NH6.2 – SAR remote sensing for anthropogenic and natural hazards
EGU21-15946 | vPICO presentations | NH6.2 | Highlight
Large-scale, high-resolution maps of interseismic strain accumulation from Sentinel-1, and incorporation of along-track measurementsAndy Hooper, Pawan Piromthong, Tim Wright, Jonathan Weiss, Milan Milan Lazecky, Yasser Maghsoudi, Chris Rollins, Yu Morishita, John Elliott, and Barry Parsons
High-resolution geodetic measurements of crustal deformation from InSAR have the potential to provide crucial constraints on a region’s tectonics, geodynamics and seismic hazard. Here, we present a high-resolution crustal velocity field for the Alpine-Himalayan Seismic Belt (AHSB) derived from Sentinel-1 InSAR and GNSS. We create time series and average velocities from ~220,000 interferograms covering an area of 15 million km2, with an average of 170 acquisitions per measurement point. We tie the velocities to a Eurasian reference frame by jointly inverting the InSAR data with GNSS data to produce a low-resolution model of 3D surface velocities. We then use the referenced InSAR velocities to invert for high-resolution east-west and sub-vertical velocity fields for the entire region. The sub-vertical velocities, which also include a small component of north-south motion, are dominated by non-tectonic deformation, such as subsidence due to water extraction. The east-west velocity field, however, reveals the tectonics of the AHSB with an unprecedented level of detail.
The approach described above only provides good constraints on horizontal displacement in the east-west direction, with the north-south component provided by low-resolution GNSS measurements. Sentinel-1 does also have the potential to provide measurements that are sensitive to north-south motion, through exploitation of the burst overlap areas produced by the TOPS acquisition mode. These along-track measurements have lower precision than line-of-sight InSAR and are more effected by ionospheric noise, but have the advantage of being almost insensitive to tropospheric noise. We present a time series approach to tease out the subtle along-track signals associated with interseismic strain. Our approach includes improvements to the mitigation of ionospheric noise and we also investigate different filtering approaches to optimize the reduction of decorrelation noise. In contrast to the relative measurements of line-of-sight InSAR, these along-track measurements are automatically provided in a global reference frame. We present results from five years of data for the West-Lut Fault in eastern Iran and the Chaman Fault in Pakistan and Afghanistan. Our results agree well with independent GNSS measurements; however, the denser coverage of the technique allows us to also detect the variation in slip rate along the faults.
Finally, we demonstrate the improvement in the resolution of horizontal strain rates when including these along-track measurements, in addition to the conventional line-of-sight InSAR measurements.
How to cite: Hooper, A., Piromthong, P., Wright, T., Weiss, J., Milan Lazecky, M., Maghsoudi, Y., Rollins, C., Morishita, Y., Elliott, J., and Parsons, B.: Large-scale, high-resolution maps of interseismic strain accumulation from Sentinel-1, and incorporation of along-track measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15946, https://doi.org/10.5194/egusphere-egu21-15946, 2021.
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High-resolution geodetic measurements of crustal deformation from InSAR have the potential to provide crucial constraints on a region’s tectonics, geodynamics and seismic hazard. Here, we present a high-resolution crustal velocity field for the Alpine-Himalayan Seismic Belt (AHSB) derived from Sentinel-1 InSAR and GNSS. We create time series and average velocities from ~220,000 interferograms covering an area of 15 million km2, with an average of 170 acquisitions per measurement point. We tie the velocities to a Eurasian reference frame by jointly inverting the InSAR data with GNSS data to produce a low-resolution model of 3D surface velocities. We then use the referenced InSAR velocities to invert for high-resolution east-west and sub-vertical velocity fields for the entire region. The sub-vertical velocities, which also include a small component of north-south motion, are dominated by non-tectonic deformation, such as subsidence due to water extraction. The east-west velocity field, however, reveals the tectonics of the AHSB with an unprecedented level of detail.
The approach described above only provides good constraints on horizontal displacement in the east-west direction, with the north-south component provided by low-resolution GNSS measurements. Sentinel-1 does also have the potential to provide measurements that are sensitive to north-south motion, through exploitation of the burst overlap areas produced by the TOPS acquisition mode. These along-track measurements have lower precision than line-of-sight InSAR and are more effected by ionospheric noise, but have the advantage of being almost insensitive to tropospheric noise. We present a time series approach to tease out the subtle along-track signals associated with interseismic strain. Our approach includes improvements to the mitigation of ionospheric noise and we also investigate different filtering approaches to optimize the reduction of decorrelation noise. In contrast to the relative measurements of line-of-sight InSAR, these along-track measurements are automatically provided in a global reference frame. We present results from five years of data for the West-Lut Fault in eastern Iran and the Chaman Fault in Pakistan and Afghanistan. Our results agree well with independent GNSS measurements; however, the denser coverage of the technique allows us to also detect the variation in slip rate along the faults.
Finally, we demonstrate the improvement in the resolution of horizontal strain rates when including these along-track measurements, in addition to the conventional line-of-sight InSAR measurements.
How to cite: Hooper, A., Piromthong, P., Wright, T., Weiss, J., Milan Lazecky, M., Maghsoudi, Y., Rollins, C., Morishita, Y., Elliott, J., and Parsons, B.: Large-scale, high-resolution maps of interseismic strain accumulation from Sentinel-1, and incorporation of along-track measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15946, https://doi.org/10.5194/egusphere-egu21-15946, 2021.
EGU21-290 | vPICO presentations | NH6.2 | Highlight
Explicit landslide characterization using high-resolution and multi-trajectory airborne UAVSAR dataXie Hu, Roland Bürgmann, Eric Fielding, and Alexander Handwerger
The spatial resolution and deformation-mapping capability of SAR remote sensing fit into the scope of scientific investigations of landslides that move slowly at millimeters to meters per year. The SAR technique has become an efficient tool to detect, monitor and characterize slow-moving landslides. However, north-south motions are nearly unresolvable for the present-day, spaceborne, polar-orbiting and side-looking Interferometric SAR (InSAR) line-of-sight (LOS) mapping systems, and unstable slopes may often not face favorable directions of SAR satellites. In addition, a complete 3D displacement field cannot be obtained with only two distinct InSAR LOS measurements from ascending and descending satellite orbits. Arbitrary assumptions such as simply no north-south motions or constraints imposed by topographic gradients can provide a quasi-3D displacement estimate, yet this is subject to large bias. The Uninhabited Aerial Vehicle SAR (UAVSAR) is an airborne SAR system deployed by NASA/JPL that can acquire measurements along user-specified flight paths. UAVSAR operates with an L-band wavelength (0.24 m) and the single-look pixel spacings along the azimuth and the range directions are as small as 0.6 m and 1.67 m, respectively. Here we will focus on the contributions of UAVSAR and satellite SAR systems to studying the Slumgullion landslide in Colorado, USA with persistent movements at 1-2 cm/day, and even slower-moving landslides (cm to m per year) in the San Francisco East Bay Hills and the Eel River catchment in California, USA. As a complement to InSAR LOS measurements, the high-resolution UAVSAR data and appreciable velocity at a level of m/yr (e.g., Slumgullion landslide and numerous Eel River landslides) make it possible to extract motions by tracking pixel offsets in both azimuth and LOS directions. The flexible trajectory of the aircraft and the additional information from UAVSAR’s sub-meter resolution and multiple flight trajectories allows for an optimal 3D displacement solution, which can be further used for quantitative analysis of the formation of morphological structures, landslide-fault interactions, inferring rheology, understanding slope channel modulation, and capturing the spatiotemporally dependent sensitivity to hydroclimatic variability. New knowledge gained on the precipitation thresholds, landslide volume, and the identification of potential nucleation zones of slope failures will directly assist landslide hazard mitigation and reduction.
How to cite: Hu, X., Bürgmann, R., Fielding, E., and Handwerger, A.: Explicit landslide characterization using high-resolution and multi-trajectory airborne UAVSAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-290, https://doi.org/10.5194/egusphere-egu21-290, 2021.
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The spatial resolution and deformation-mapping capability of SAR remote sensing fit into the scope of scientific investigations of landslides that move slowly at millimeters to meters per year. The SAR technique has become an efficient tool to detect, monitor and characterize slow-moving landslides. However, north-south motions are nearly unresolvable for the present-day, spaceborne, polar-orbiting and side-looking Interferometric SAR (InSAR) line-of-sight (LOS) mapping systems, and unstable slopes may often not face favorable directions of SAR satellites. In addition, a complete 3D displacement field cannot be obtained with only two distinct InSAR LOS measurements from ascending and descending satellite orbits. Arbitrary assumptions such as simply no north-south motions or constraints imposed by topographic gradients can provide a quasi-3D displacement estimate, yet this is subject to large bias. The Uninhabited Aerial Vehicle SAR (UAVSAR) is an airborne SAR system deployed by NASA/JPL that can acquire measurements along user-specified flight paths. UAVSAR operates with an L-band wavelength (0.24 m) and the single-look pixel spacings along the azimuth and the range directions are as small as 0.6 m and 1.67 m, respectively. Here we will focus on the contributions of UAVSAR and satellite SAR systems to studying the Slumgullion landslide in Colorado, USA with persistent movements at 1-2 cm/day, and even slower-moving landslides (cm to m per year) in the San Francisco East Bay Hills and the Eel River catchment in California, USA. As a complement to InSAR LOS measurements, the high-resolution UAVSAR data and appreciable velocity at a level of m/yr (e.g., Slumgullion landslide and numerous Eel River landslides) make it possible to extract motions by tracking pixel offsets in both azimuth and LOS directions. The flexible trajectory of the aircraft and the additional information from UAVSAR’s sub-meter resolution and multiple flight trajectories allows for an optimal 3D displacement solution, which can be further used for quantitative analysis of the formation of morphological structures, landslide-fault interactions, inferring rheology, understanding slope channel modulation, and capturing the spatiotemporally dependent sensitivity to hydroclimatic variability. New knowledge gained on the precipitation thresholds, landslide volume, and the identification of potential nucleation zones of slope failures will directly assist landslide hazard mitigation and reduction.
How to cite: Hu, X., Bürgmann, R., Fielding, E., and Handwerger, A.: Explicit landslide characterization using high-resolution and multi-trajectory airborne UAVSAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-290, https://doi.org/10.5194/egusphere-egu21-290, 2021.
EGU21-5675 | vPICO presentations | NH6.2
The Model of Land Surface Movements Induced by Groundwater Rebound in the Area of Former Mining ExploitationArtur Guzy, Wojciech Witkowski, Ryszard Hejmanowski, and Agnieszka Malinowska
The objective of the research was to investigate the process of rock mass recompaction related to groundwater rebound induced by underground mining. Research has been conducted in the area of the closed copper ore mine (Konrad) as well as the anhydrite and gypsum mine (Lubichów) in south-eastern Poland.
The mining operation was carried out in the years 1944-2001 in the area of the Konrad mine and 1944-2015 in the area of the Lubichów mine. It resulted in substantial land subsidence of up to 1.4 m and drainage of the aquifer system. However, it is estimated that the subsidence caused by groundwater pumping during these periods was 0.3 m in total. Furthermore, the spatial extent of the depression cone in the aquifer system immediately after the cessation of exploitation significantly exceeded the limits of the mining areas. Following the closure of the mine, a continuous increase in the groundwater head and land uplift is observed.
Classical survey results and the Persistent Scatter Satellite Radar Interferometry (PSInSAR) method were used to determine land surface movements in the period from November 2015 to November 2020. The results of the research show in the area of the Lubichów mine closed in June 2015, vertical land uplift reached a maximum of approx. 92 mm in that period. At the same time, in the Konrad mine area, closed in March 2001, no significant land uplift was observed. However, the main part of the investigation concerned the development of a novel method of land uplifting prediction. As a result, an attempt was made to comparatively analyze the dynamics of land uplift associated with the life cycle of the mine and the increase in the groundwater head.
These analyzes allowed the time factor for the modelling of the land uplift to be determined. This time factor is approx. 5 months in the area of the Lubichów mine and indicates that there is a time lag between the start of the groundwater head increase and the land uplift occurrence. Also, the investigation revealed that land uplift will occur in the analyzed area for the next five years. However, the dynamics of such movements will gradually decline in the years to come.
The methodology developed could be applied to any post-mining area where groundwater rebound-related uplifts are observed. It may be an appropriate tool for estimating both the time during which the land uplift is expected to begin after the mine drainage has been stopped, as well as the total duration of the land uplift phenomena.
How to cite: Guzy, A., Witkowski, W., Hejmanowski, R., and Malinowska, A.: The Model of Land Surface Movements Induced by Groundwater Rebound in the Area of Former Mining Exploitation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5675, https://doi.org/10.5194/egusphere-egu21-5675, 2021.
The objective of the research was to investigate the process of rock mass recompaction related to groundwater rebound induced by underground mining. Research has been conducted in the area of the closed copper ore mine (Konrad) as well as the anhydrite and gypsum mine (Lubichów) in south-eastern Poland.
The mining operation was carried out in the years 1944-2001 in the area of the Konrad mine and 1944-2015 in the area of the Lubichów mine. It resulted in substantial land subsidence of up to 1.4 m and drainage of the aquifer system. However, it is estimated that the subsidence caused by groundwater pumping during these periods was 0.3 m in total. Furthermore, the spatial extent of the depression cone in the aquifer system immediately after the cessation of exploitation significantly exceeded the limits of the mining areas. Following the closure of the mine, a continuous increase in the groundwater head and land uplift is observed.
Classical survey results and the Persistent Scatter Satellite Radar Interferometry (PSInSAR) method were used to determine land surface movements in the period from November 2015 to November 2020. The results of the research show in the area of the Lubichów mine closed in June 2015, vertical land uplift reached a maximum of approx. 92 mm in that period. At the same time, in the Konrad mine area, closed in March 2001, no significant land uplift was observed. However, the main part of the investigation concerned the development of a novel method of land uplifting prediction. As a result, an attempt was made to comparatively analyze the dynamics of land uplift associated with the life cycle of the mine and the increase in the groundwater head.
These analyzes allowed the time factor for the modelling of the land uplift to be determined. This time factor is approx. 5 months in the area of the Lubichów mine and indicates that there is a time lag between the start of the groundwater head increase and the land uplift occurrence. Also, the investigation revealed that land uplift will occur in the analyzed area for the next five years. However, the dynamics of such movements will gradually decline in the years to come.
The methodology developed could be applied to any post-mining area where groundwater rebound-related uplifts are observed. It may be an appropriate tool for estimating both the time during which the land uplift is expected to begin after the mine drainage has been stopped, as well as the total duration of the land uplift phenomena.
How to cite: Guzy, A., Witkowski, W., Hejmanowski, R., and Malinowska, A.: The Model of Land Surface Movements Induced by Groundwater Rebound in the Area of Former Mining Exploitation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5675, https://doi.org/10.5194/egusphere-egu21-5675, 2021.
EGU21-15723 | vPICO presentations | NH6.2 | Highlight
Sentinel-1 InSAR survey to constrain subsidence-induced surface faulting and quantify its induced risk in major cities of central MexicoFrancesca Cigna and Deodato Tapete
Several major cities in central Mexico suffer from aquifer depletion and land subsidence driven by overexploitation of groundwater resources to address increasing water demands for domestic, industrial and agricultural use. Ground settlement often combines with surface faulting, fracturing and cracking, causing damage to urban infrastructure, including private properties and public buildings, as well as transport infrastructure and utility networks. These impacts are very common and induce significant economic loss, thus representing a key topic of concern for inhabitants, authorities and stakeholders. This work provides an Interferometric Synthetic Aperture Radar (InSAR) 2014-2020 survey based on parallel processing of Sentinel-1 IW big data stacks within ESA’s Geohazards Exploitation Platform (GEP), using hosted on-demand services based on multi-temporal InSAR methods including Small BAseline Subset (SBAS) and Persistent Scatterers Interferometry (PSI). Surface faulting hazard is constrained based on differential settlement observations and the estimation of angular distortions that are produced on urban structures. The assessment of the E-W deformation field and computation of horizontal strain also allows the identification of hogging (tensile strain or extension) and sagging (compression) zones, where building cracks are more likely to develop at the highest and lowest elevations, respectively. Sentinel-1 observations agree with in-situ observations, static GPS surveying and continuous GNSS monitoring data. The distribution of field surveyed faults and fissures compared with maps of angular distortions and strain also enables the identification of areas with potentially yet-unmapped and incipient ground discontinuities. A methodology to embed such information into the process of surface faulting risk assessment for urban infrastructure is proposed and demonstrated for the Metropolitan Area of Mexico City [1], one of the fastest sinking cities globally (up to 40 cm/year subsidence rates), and the state of Aguascalientes [2], where a structurally-controlled fast subsidence process (over 10 cm/year rates) affects the namesake valley and capital city. The value of this research lies in the demonstration that InSAR data and their derived parameters are not only essential to constrain the deformation processes, but can also serve as a direct input into risk assessment to quantify (at least, as a lower bound) the percentage of properties and population at risk, and monitor how this percentage may change as land subsidence evolves.
[1] Cigna F., Tapete D. 2021. Present-day land subsidence rates, surface faulting hazard and risk in Mexico City with 2014–2020 Sentinel-1 IW InSAR. Remote Sens. Environ. 253, 1-19, doi:10.1016/j.rse.2020.112161
[2] Cigna F., Tapete D. 2021. Satellite InSAR survey of structurally-controlled land subsidence due to groundwater exploitation in the Aguascalientes Valley, Mexico. Remote Sens. Environ. 254, 1-23, doi:10.1016/j.rse.2020.112254
How to cite: Cigna, F. and Tapete, D.: Sentinel-1 InSAR survey to constrain subsidence-induced surface faulting and quantify its induced risk in major cities of central Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15723, https://doi.org/10.5194/egusphere-egu21-15723, 2021.
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Several major cities in central Mexico suffer from aquifer depletion and land subsidence driven by overexploitation of groundwater resources to address increasing water demands for domestic, industrial and agricultural use. Ground settlement often combines with surface faulting, fracturing and cracking, causing damage to urban infrastructure, including private properties and public buildings, as well as transport infrastructure and utility networks. These impacts are very common and induce significant economic loss, thus representing a key topic of concern for inhabitants, authorities and stakeholders. This work provides an Interferometric Synthetic Aperture Radar (InSAR) 2014-2020 survey based on parallel processing of Sentinel-1 IW big data stacks within ESA’s Geohazards Exploitation Platform (GEP), using hosted on-demand services based on multi-temporal InSAR methods including Small BAseline Subset (SBAS) and Persistent Scatterers Interferometry (PSI). Surface faulting hazard is constrained based on differential settlement observations and the estimation of angular distortions that are produced on urban structures. The assessment of the E-W deformation field and computation of horizontal strain also allows the identification of hogging (tensile strain or extension) and sagging (compression) zones, where building cracks are more likely to develop at the highest and lowest elevations, respectively. Sentinel-1 observations agree with in-situ observations, static GPS surveying and continuous GNSS monitoring data. The distribution of field surveyed faults and fissures compared with maps of angular distortions and strain also enables the identification of areas with potentially yet-unmapped and incipient ground discontinuities. A methodology to embed such information into the process of surface faulting risk assessment for urban infrastructure is proposed and demonstrated for the Metropolitan Area of Mexico City [1], one of the fastest sinking cities globally (up to 40 cm/year subsidence rates), and the state of Aguascalientes [2], where a structurally-controlled fast subsidence process (over 10 cm/year rates) affects the namesake valley and capital city. The value of this research lies in the demonstration that InSAR data and their derived parameters are not only essential to constrain the deformation processes, but can also serve as a direct input into risk assessment to quantify (at least, as a lower bound) the percentage of properties and population at risk, and monitor how this percentage may change as land subsidence evolves.
[1] Cigna F., Tapete D. 2021. Present-day land subsidence rates, surface faulting hazard and risk in Mexico City with 2014–2020 Sentinel-1 IW InSAR. Remote Sens. Environ. 253, 1-19, doi:10.1016/j.rse.2020.112161
[2] Cigna F., Tapete D. 2021. Satellite InSAR survey of structurally-controlled land subsidence due to groundwater exploitation in the Aguascalientes Valley, Mexico. Remote Sens. Environ. 254, 1-23, doi:10.1016/j.rse.2020.112254
How to cite: Cigna, F. and Tapete, D.: Sentinel-1 InSAR survey to constrain subsidence-induced surface faulting and quantify its induced risk in major cities of central Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15723, https://doi.org/10.5194/egusphere-egu21-15723, 2021.
EGU21-3777 | vPICO presentations | NH6.2
Analysis of earthquake triggered landslides with slope geometry and 3D coseismic deformationRu Liu and Teng Wang
In mountainous areas, triggering of landslides is one of the main reasons for causing casualties during large earthquakes. These landslides are also important for shaping the landscapes by transporting large volume of sediment from slopes to catchments. The dynamic landslide triggering mechanism have been well studies with seismic derived rupture processes and ground shaking simulations. However, whether the static coseismic displacements play a role is less investigated. Here, given the high-resolution 3D coseismic displacements of three large earthquakes, we study how landslides with different slope and aspect angles response to the directions and magnitudes of coseismic displacements, in order to better understand the landslides distribution along ruptured faults.
The 2008 Wenchuan earthquake in China, the 2015 Gorkha earthquake in Nepal, and the 2016 Kaikoura earthquake in New Zealand all triggered numerous landslides distributed in the epicenter regions. The locations of these landslides have been carefully mapped by remote sensing and field investigations. Their coseismic displacements have also been well captured by Synthetic Aperture Radar (SAR) imaging geodesy from different geometries. Surrounding each coseismic landslide, we can calculate the 3D coseismic displacements from SAR images. Their slope and aspect angles can be obtained from topography data. For nearby landslides with similar peak ground acceleration, we can project the 3D displacement along and normal to the sliding slops, and then quantitively evaluate which slope geometry favors triggering landslides. Our geostatistical analysis can help hazards mitigation in mountainous area with threads of seismic events, and also shed lights on understanding the role of landslides in shaping the topography.
Key Words: SAR imaging geodesy; coseismic landslide; coseismic deformation
How to cite: Liu, R. and Wang, T.: Analysis of earthquake triggered landslides with slope geometry and 3D coseismic deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3777, https://doi.org/10.5194/egusphere-egu21-3777, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In mountainous areas, triggering of landslides is one of the main reasons for causing casualties during large earthquakes. These landslides are also important for shaping the landscapes by transporting large volume of sediment from slopes to catchments. The dynamic landslide triggering mechanism have been well studies with seismic derived rupture processes and ground shaking simulations. However, whether the static coseismic displacements play a role is less investigated. Here, given the high-resolution 3D coseismic displacements of three large earthquakes, we study how landslides with different slope and aspect angles response to the directions and magnitudes of coseismic displacements, in order to better understand the landslides distribution along ruptured faults.
The 2008 Wenchuan earthquake in China, the 2015 Gorkha earthquake in Nepal, and the 2016 Kaikoura earthquake in New Zealand all triggered numerous landslides distributed in the epicenter regions. The locations of these landslides have been carefully mapped by remote sensing and field investigations. Their coseismic displacements have also been well captured by Synthetic Aperture Radar (SAR) imaging geodesy from different geometries. Surrounding each coseismic landslide, we can calculate the 3D coseismic displacements from SAR images. Their slope and aspect angles can be obtained from topography data. For nearby landslides with similar peak ground acceleration, we can project the 3D displacement along and normal to the sliding slops, and then quantitively evaluate which slope geometry favors triggering landslides. Our geostatistical analysis can help hazards mitigation in mountainous area with threads of seismic events, and also shed lights on understanding the role of landslides in shaping the topography.
Key Words: SAR imaging geodesy; coseismic landslide; coseismic deformation
How to cite: Liu, R. and Wang, T.: Analysis of earthquake triggered landslides with slope geometry and 3D coseismic deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3777, https://doi.org/10.5194/egusphere-egu21-3777, 2021.
EGU21-6345 | vPICO presentations | NH6.2
Analysis of Complex Surface Displacements above a Storage Cavern Field in NW-Germany, Observed by InSARMarkus Even, Malte Westerhaus, and Verena Simon
The cavern field at Epe has been brined out of a salt deposit belonging to the lower Rhine salt flat, which extends under the surface of the North German lowlands and part of the Netherlands, and is used to store e.g. natural gas, brine and petroleum. Cavern convergence and operational pressure changes cause surface displacements that have been studied for this work with the help of SAR interferometry (InSAR) using distributed and persistent scatterers. Vertical and East-West movements have been determined based on Sentinel-1 data from ascending and descending orbit. Simple geophysical modeling is used to support InSAR processing and helps to interpret the observations. In particular, an approach is presented that allows to relate the deposit pressures with the observed surface displacements. Seasonal movements occurring over a fen situated over the western part of the storage site further complicate the analysis. Findings are validated with ground truth from levelling and groundwater level measurements.
For porous storage sites the geomechanic response can be described as elastic: displacement is almost proportional to reservoir pressure and displays the same pronounced seasonal behavior. At Epe the visco-elastic response of the salt layer has to be considered. The general appearance of the surface displacement is that of a strongly smoothed and shifted version of the cavern pressure curve. To deal with this situation a temporal model for displacement with pressure changes (pressure response) is derived that relates cavern pressure with observed displacement based on the theory for visco-elastic behavior of a Kelvin-Voigt body.
In order to deal successfully with the challenging displacement field at Epe several algorithmic improvements were implemented. To obtain a more complete picture of the displacement field DS pre-processing has been combined with StaMPS. Furthermore, StaMPS was modified in order to support unwrapping with a phase model composed of linear trend, pressure response and a seasonal component (caused by ground water level changes). Finally, refining the iterative estimation scheme of StaMPS helped avoiding leakage of the displacement signal to the spatially correlated noise term.
Determining vertical and east-west displacements from InSAR line-of-sight displacements is fundamental for interpretation and integration with levelling data. In this study, a basic method of orbit combination and another one supported by a simplistic geophysical model were applied in order to obtain 2D-displacements. For the basic method the north-south component was handled as if it were zero, while the geophysical model predicts the LOS effect of NS displacements. It assumes that caverns act as spherical pressure/volume sources embedded in an elastic half space (“Mogi” sources). To incorporate the visco-elastic component, each cavern is encompassed by a spherical salt shell that obeys the Kelvin-Voigt differential equations. The model is used here to describe either the parameters of the linear component of the displacement model or of the pressure response. A novelty of the orbit combinations implemented for this study is that the different components of the phase model are combined separately. This allows for a better understanding of the phenomena that contribute to the displacement field.
How to cite: Even, M., Westerhaus, M., and Simon, V.: Analysis of Complex Surface Displacements above a Storage Cavern Field in NW-Germany, Observed by InSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6345, https://doi.org/10.5194/egusphere-egu21-6345, 2021.
The cavern field at Epe has been brined out of a salt deposit belonging to the lower Rhine salt flat, which extends under the surface of the North German lowlands and part of the Netherlands, and is used to store e.g. natural gas, brine and petroleum. Cavern convergence and operational pressure changes cause surface displacements that have been studied for this work with the help of SAR interferometry (InSAR) using distributed and persistent scatterers. Vertical and East-West movements have been determined based on Sentinel-1 data from ascending and descending orbit. Simple geophysical modeling is used to support InSAR processing and helps to interpret the observations. In particular, an approach is presented that allows to relate the deposit pressures with the observed surface displacements. Seasonal movements occurring over a fen situated over the western part of the storage site further complicate the analysis. Findings are validated with ground truth from levelling and groundwater level measurements.
For porous storage sites the geomechanic response can be described as elastic: displacement is almost proportional to reservoir pressure and displays the same pronounced seasonal behavior. At Epe the visco-elastic response of the salt layer has to be considered. The general appearance of the surface displacement is that of a strongly smoothed and shifted version of the cavern pressure curve. To deal with this situation a temporal model for displacement with pressure changes (pressure response) is derived that relates cavern pressure with observed displacement based on the theory for visco-elastic behavior of a Kelvin-Voigt body.
In order to deal successfully with the challenging displacement field at Epe several algorithmic improvements were implemented. To obtain a more complete picture of the displacement field DS pre-processing has been combined with StaMPS. Furthermore, StaMPS was modified in order to support unwrapping with a phase model composed of linear trend, pressure response and a seasonal component (caused by ground water level changes). Finally, refining the iterative estimation scheme of StaMPS helped avoiding leakage of the displacement signal to the spatially correlated noise term.
Determining vertical and east-west displacements from InSAR line-of-sight displacements is fundamental for interpretation and integration with levelling data. In this study, a basic method of orbit combination and another one supported by a simplistic geophysical model were applied in order to obtain 2D-displacements. For the basic method the north-south component was handled as if it were zero, while the geophysical model predicts the LOS effect of NS displacements. It assumes that caverns act as spherical pressure/volume sources embedded in an elastic half space (“Mogi” sources). To incorporate the visco-elastic component, each cavern is encompassed by a spherical salt shell that obeys the Kelvin-Voigt differential equations. The model is used here to describe either the parameters of the linear component of the displacement model or of the pressure response. A novelty of the orbit combinations implemented for this study is that the different components of the phase model are combined separately. This allows for a better understanding of the phenomena that contribute to the displacement field.
How to cite: Even, M., Westerhaus, M., and Simon, V.: Analysis of Complex Surface Displacements above a Storage Cavern Field in NW-Germany, Observed by InSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6345, https://doi.org/10.5194/egusphere-egu21-6345, 2021.
EGU21-10707 | vPICO presentations | NH6.2
Comparison of groundwater induced Land subsidence in London and Delhi using PSInSARVivek Agarwal, Amit Kumar, Rachel Louise Gomes, and Stuart Marsh
Unrestrained urbanisation and rapid land use land cover changes can impact underlying aquifer systems, resulting in the instances of land subsidence. Thus, monitoring of groundwater induced land movement is an important part of environmental information systems and helps maintain the safety and economics of a city. Interferometric Synthetic Aperture Radar (InSAR) can facilitate monitoring of land movement and observed boreholes can facilitate groundwater monitoring. In this study, we used Sentinel-1 radar images to obtain land movement using Persistent Scatterer InSAR (PSInSAR) technique in the ENVI SARscape software package. The land movement has been studied between October 2016 and October 2020, using 98 SAR images for Delhi and 100 SAR images for London. This is the first time that such a comparison has been made between these two great cities.
The land movement InSAR velocity maps for both these cities showed long-term, decreasing, complex, non-linear patterns in the spatial and temporal domain, with few areas of heave and a fair amount of subsidence. The land movement varied between -18 mm/year to +20 mm/year for Delhi and -10 mm/year to +9 mm/year for London. The underground metro construction played an important role in controlling the land movement pattern of Delhi. Its Phase III metro line was mostly built between the years 2015 and 2020 with 28 underground stations, 11 route extension and 3 new lines, namely Pink, Magenta and Grey lines. Similarly, construction of the northern line extension, the Channel Tunnel Rail Link and the Lee tunnel directly affected the land movement pattern of London. In addition, the ground movement was compared to observed groundwater values obtained from various boreholes across both these cities. The extraction and recharge of groundwater to meet the demands of an ever-increasing population directly affected the land movement patterns in both cities. It was observed that when large volumes of groundwater are extracted, then it leads to land subsidence, and when groundwater is recharged, then surface uplift is witnessed. The reasons for this subsidence pattern are consistent for both these cities in a few places, while they are completely different at some other locations.
Delhi has been declared as groundwater critical zone by the government of India, while London is not under critical zone. Delhi is one of the most exploited city with regards to groundwater, owing to its urban fabric and ever-increasing population, and these results reflect that. A similar pressure is exerted on London’s groundwater by its ever-increasing population, which is not recognised by a critical status but is borne out by these results. Along with the groundwater extraction, sub-surface geology, underground construction, and metro extensions all contribute to form a complex land movement pattern. This study can serve as a guideline to government agencies in identifying the areas and extent of groundwater induced land subsidence, so that they can take proper steps to mitigate it.
How to cite: Agarwal, V., Kumar, A., Gomes, R. L., and Marsh, S.: Comparison of groundwater induced Land subsidence in London and Delhi using PSInSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10707, https://doi.org/10.5194/egusphere-egu21-10707, 2021.
Unrestrained urbanisation and rapid land use land cover changes can impact underlying aquifer systems, resulting in the instances of land subsidence. Thus, monitoring of groundwater induced land movement is an important part of environmental information systems and helps maintain the safety and economics of a city. Interferometric Synthetic Aperture Radar (InSAR) can facilitate monitoring of land movement and observed boreholes can facilitate groundwater monitoring. In this study, we used Sentinel-1 radar images to obtain land movement using Persistent Scatterer InSAR (PSInSAR) technique in the ENVI SARscape software package. The land movement has been studied between October 2016 and October 2020, using 98 SAR images for Delhi and 100 SAR images for London. This is the first time that such a comparison has been made between these two great cities.
The land movement InSAR velocity maps for both these cities showed long-term, decreasing, complex, non-linear patterns in the spatial and temporal domain, with few areas of heave and a fair amount of subsidence. The land movement varied between -18 mm/year to +20 mm/year for Delhi and -10 mm/year to +9 mm/year for London. The underground metro construction played an important role in controlling the land movement pattern of Delhi. Its Phase III metro line was mostly built between the years 2015 and 2020 with 28 underground stations, 11 route extension and 3 new lines, namely Pink, Magenta and Grey lines. Similarly, construction of the northern line extension, the Channel Tunnel Rail Link and the Lee tunnel directly affected the land movement pattern of London. In addition, the ground movement was compared to observed groundwater values obtained from various boreholes across both these cities. The extraction and recharge of groundwater to meet the demands of an ever-increasing population directly affected the land movement patterns in both cities. It was observed that when large volumes of groundwater are extracted, then it leads to land subsidence, and when groundwater is recharged, then surface uplift is witnessed. The reasons for this subsidence pattern are consistent for both these cities in a few places, while they are completely different at some other locations.
Delhi has been declared as groundwater critical zone by the government of India, while London is not under critical zone. Delhi is one of the most exploited city with regards to groundwater, owing to its urban fabric and ever-increasing population, and these results reflect that. A similar pressure is exerted on London’s groundwater by its ever-increasing population, which is not recognised by a critical status but is borne out by these results. Along with the groundwater extraction, sub-surface geology, underground construction, and metro extensions all contribute to form a complex land movement pattern. This study can serve as a guideline to government agencies in identifying the areas and extent of groundwater induced land subsidence, so that they can take proper steps to mitigate it.
How to cite: Agarwal, V., Kumar, A., Gomes, R. L., and Marsh, S.: Comparison of groundwater induced Land subsidence in London and Delhi using PSInSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10707, https://doi.org/10.5194/egusphere-egu21-10707, 2021.
EGU21-6664 | vPICO presentations | NH6.2 | Highlight
Precursory and post-failure analysis of landslide deformation in Danba County, China using optical remote sensing and Multi-temporal InSAR (MTI) methods with corner reflectorsZhuge Xia, Mahdi Motagh, and Tao Li
On 17 June 2020, a large debris flow triggered by continuous heavy precipitation hit the Danba County in southwest China, blocked the river and a barrier lake was formed. Meanwhile, on the other side of the river, a large-scale landslide was triggered due to the reactivation of the ancient landslide body. Then an evacuation of more than 20000 people leaving their home town was urgently conducted.
This study exploits multi-sensor remote sensing techniques to assess landslide deformation, precursory deformation and post-failure motion of Danba landslide. We start with optical remote sensing images using the cross correlation method to investigate the overall information about this collapse, such as magnitude and moving direction of the sliding. Two high-resolution remote sensing optical images from Planet are processed right before and after the failure.
Moreover, we apply the advanced Multi-temporal InSAR (MTI) techniques such as Persistent Scatterer Interferometry (PSI) and Small Baseline Subsets (SBAS) to analyze the precursors of the landslide over the long term. Based on the results of optical remote sensing, the descending Sentinel-1 data in 2014-2020 are extensively exploited with a better geometry of satellite observation. The long-term and transient of the deformation are analyzed against variations of precipitation, and then the related early warning systems are further explored.
The last stage of the work is the monitoring of current movements in the collapse region after the failure. It is explored by using multiple SAR datasets including C-band Sentinel-1 and X-band TerraSAR-X (TSX) high-resolution SAR images. With the help of the field works by our collaborators, stable artificial corner reflectors (CR) are deployed on selected sites to evaluate their performance in deriving landslide kinematics. Different from the traditional Triangle CR (TCR), the new design of dihedral CR (DCR) are introduced and exploited on the scene. The performance of this new design towards MTI processing and sub-pixel offset-tracking processing is examed and tested in this study. Results are presented and further discussed for a better assessment of Danba landslide.
The results of this paper can provide new strategies for developing an early warning system in this landslide using remote sensing technologies. Besides, the post-failure results are compared with the pre-event analysis, which could give an associated and comprehensive understanding of the whole landslide kinematics.
How to cite: Xia, Z., Motagh, M., and Li, T.: Precursory and post-failure analysis of landslide deformation in Danba County, China using optical remote sensing and Multi-temporal InSAR (MTI) methods with corner reflectors, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6664, https://doi.org/10.5194/egusphere-egu21-6664, 2021.
On 17 June 2020, a large debris flow triggered by continuous heavy precipitation hit the Danba County in southwest China, blocked the river and a barrier lake was formed. Meanwhile, on the other side of the river, a large-scale landslide was triggered due to the reactivation of the ancient landslide body. Then an evacuation of more than 20000 people leaving their home town was urgently conducted.
This study exploits multi-sensor remote sensing techniques to assess landslide deformation, precursory deformation and post-failure motion of Danba landslide. We start with optical remote sensing images using the cross correlation method to investigate the overall information about this collapse, such as magnitude and moving direction of the sliding. Two high-resolution remote sensing optical images from Planet are processed right before and after the failure.
Moreover, we apply the advanced Multi-temporal InSAR (MTI) techniques such as Persistent Scatterer Interferometry (PSI) and Small Baseline Subsets (SBAS) to analyze the precursors of the landslide over the long term. Based on the results of optical remote sensing, the descending Sentinel-1 data in 2014-2020 are extensively exploited with a better geometry of satellite observation. The long-term and transient of the deformation are analyzed against variations of precipitation, and then the related early warning systems are further explored.
The last stage of the work is the monitoring of current movements in the collapse region after the failure. It is explored by using multiple SAR datasets including C-band Sentinel-1 and X-band TerraSAR-X (TSX) high-resolution SAR images. With the help of the field works by our collaborators, stable artificial corner reflectors (CR) are deployed on selected sites to evaluate their performance in deriving landslide kinematics. Different from the traditional Triangle CR (TCR), the new design of dihedral CR (DCR) are introduced and exploited on the scene. The performance of this new design towards MTI processing and sub-pixel offset-tracking processing is examed and tested in this study. Results are presented and further discussed for a better assessment of Danba landslide.
The results of this paper can provide new strategies for developing an early warning system in this landslide using remote sensing technologies. Besides, the post-failure results are compared with the pre-event analysis, which could give an associated and comprehensive understanding of the whole landslide kinematics.
How to cite: Xia, Z., Motagh, M., and Li, T.: Precursory and post-failure analysis of landslide deformation in Danba County, China using optical remote sensing and Multi-temporal InSAR (MTI) methods with corner reflectors, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6664, https://doi.org/10.5194/egusphere-egu21-6664, 2021.
EGU21-12373 | vPICO presentations | NH6.2
Corner Reflector Network as a Geodetic Reference for Landslide Monitoring via InSAR Time Series: Case Study from SlovakiaRichard Czikhardt, Juraj Papco, Peter Ondrejka, Peter Ondrus, and Pavel Liscak
SAR interferometry (InSAR) is inherently a relative geodetic technique requiring one temporal and one spatial reference to obtain the datum-free estimates on millimetre-level displacements within the network of radar scatterers. To correct the systematic errors, such as the varying atmospheric delay, and solve the phase ambiguities, it relies on the first-order estimation network of coherent point scatterers (PS).
For vegetated and sparsely urbanized areas, commonly affected by landslides in Slovakia, it is often difficult to construct a reliable first-order estimation network, as they lack the PS. Purposedly deploying corner reflectors (CR) at such areas strengthens the estimation network and, if these CR are collocated with a Global Navigation Satellite Systems (GNSS), they provide an absolute geodetic reference to a well-defined terrestrial reference frame (TRF), as well as independent quality control.
For landslides, line-of-sight (LOS) InSAR displacements can be difficult to interpret. Using double CR, i.e. two reflectors for ascending/descending geometries within a single instrument, enables the assumption-less decomposition of the observed cross-track LOS displacements into the vertical and the horizontal displacement components.
In this study, we perform InSAR analysis on the one-year of Sentinel-1 time series of five areas in Slovakia, affected by landslides. 24 double back-flipped trihedral CR were carefully deployed at these sites to form a reference network, guaranteeing reliable displacement information over the critical landslide zones. To confirm the measurement quality, we show that the temporal average Signal-to-Clutter Ratio (SCR) of the CR is better than 20 dB. The observed CR motions in vertical and east-west directions vary from several millimetres up to 3 centimetres, with average standard deviation better than 0.5 mm.
Repeated GNSS measurements of the CR confirm the displacement observed by the InSAR, improve the positioning precision of the nearby PS, and attain the transformation into the national TRF.
How to cite: Czikhardt, R., Papco, J., Ondrejka, P., Ondrus, P., and Liscak, P.: Corner Reflector Network as a Geodetic Reference for Landslide Monitoring via InSAR Time Series: Case Study from Slovakia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12373, https://doi.org/10.5194/egusphere-egu21-12373, 2021.
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SAR interferometry (InSAR) is inherently a relative geodetic technique requiring one temporal and one spatial reference to obtain the datum-free estimates on millimetre-level displacements within the network of radar scatterers. To correct the systematic errors, such as the varying atmospheric delay, and solve the phase ambiguities, it relies on the first-order estimation network of coherent point scatterers (PS).
For vegetated and sparsely urbanized areas, commonly affected by landslides in Slovakia, it is often difficult to construct a reliable first-order estimation network, as they lack the PS. Purposedly deploying corner reflectors (CR) at such areas strengthens the estimation network and, if these CR are collocated with a Global Navigation Satellite Systems (GNSS), they provide an absolute geodetic reference to a well-defined terrestrial reference frame (TRF), as well as independent quality control.
For landslides, line-of-sight (LOS) InSAR displacements can be difficult to interpret. Using double CR, i.e. two reflectors for ascending/descending geometries within a single instrument, enables the assumption-less decomposition of the observed cross-track LOS displacements into the vertical and the horizontal displacement components.
In this study, we perform InSAR analysis on the one-year of Sentinel-1 time series of five areas in Slovakia, affected by landslides. 24 double back-flipped trihedral CR were carefully deployed at these sites to form a reference network, guaranteeing reliable displacement information over the critical landslide zones. To confirm the measurement quality, we show that the temporal average Signal-to-Clutter Ratio (SCR) of the CR is better than 20 dB. The observed CR motions in vertical and east-west directions vary from several millimetres up to 3 centimetres, with average standard deviation better than 0.5 mm.
Repeated GNSS measurements of the CR confirm the displacement observed by the InSAR, improve the positioning precision of the nearby PS, and attain the transformation into the national TRF.
How to cite: Czikhardt, R., Papco, J., Ondrejka, P., Ondrus, P., and Liscak, P.: Corner Reflector Network as a Geodetic Reference for Landslide Monitoring via InSAR Time Series: Case Study from Slovakia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12373, https://doi.org/10.5194/egusphere-egu21-12373, 2021.
EGU21-9340 | vPICO presentations | NH6.2
Investigation of present-day ground displacement in Taiyuan basin by InSAR in the context of interbasin water transfer projectWei Tang, Xiangjun Zhao, Gang Bi, Jing Li, Mahdi Motagh, Mingjie Chen, and Hua Chen
Located in the middle of Shanxi Province, northern China, Taiyuan basin is a dry and water-short region. This region is reaching alarming levels of aquifer depletion due to decades of groundwater overexploitation, which has caused severe land subsidence in the basin. The Wanjiazhai Water Diversion Project (WWDP) was designed to ease water scarcity by transporting water from the Yellow River to the Taiyuan basin through 452.4 km-long canals. By the end of 2018, the WWDP had supplied 2.87 billion m3 of water to Shanxi Province, which replenish the basin’s surface water body as well as the underground aquifer. The groundwater levels have continued to rise since 2003, with rising levels of more than 70 meters by 2018 in comparison with its low stand in 2000.
In this study, we use 2007-2010 ENVISAT, ALOS-1 data, and 2017-2020 Sentinel-1 data to study the response of the basin’s aquifer to the groundwater rebound against the background of the water transfer project. We addressed the issue of tropospheric delay and its impact on the seasonal deformation by combing GACOS (Generic Atmospheric Correction Online Service) and a common-point stacking method. The accuracy improvement of deformation by this correction method was validated with measurements from seven continuous GPS stations in the basin. Groundwater rebound triggers ground uplift, which was identified in five areas by InSAR with a rate up to 25 mm/yr. The uplifting displacement time series are well correlated with groundwater level recovery. The land subsidence in the south of the basin continues but the rates decreased significantly in 2017-2020 detected from Sentinel-1 as compared to that in period 2007-2010 from ENVISAT and ALOS-1. All these uplifting signals and the decreasing rates of land subsidence found in Taiyuan city provide the indication that water management practices are successful in mitigating further subsidence.
We found a significant seasonal displacement concentrated within the central region of the basin corresponding to the main irrigated areas in the Taiyuan basin. The maximum peak-to-peak amplitude is 43 mm observed from ENVISAT and decreases to 20 mm observed from Sentinel-1. The seasonal amplitudes change rapidly across faults, indicating that the fault is an effective barrier to across-fault fluid flow. To further quantify the causal relationships between water level and ground displacement, groundwater levels and ground displacement at three wells located near the area affected by significant seasonal land subsidence are analyzed by Cross Wavelet Transform (XWT) method. We found the time lags of about one month between land subsidence and the forcing groundwater level declines. Such a cross wavelet analysis with high spatial-temporal resolution therefore enables tracking the health of the aquifer system and highlights the system’s sustainability in aiding water resources allocation against the background of the water diversion project.
How to cite: Tang, W., Zhao, X., Bi, G., Li, J., Motagh, M., Chen, M., and Chen, H.: Investigation of present-day ground displacement in Taiyuan basin by InSAR in the context of interbasin water transfer project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9340, https://doi.org/10.5194/egusphere-egu21-9340, 2021.
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Located in the middle of Shanxi Province, northern China, Taiyuan basin is a dry and water-short region. This region is reaching alarming levels of aquifer depletion due to decades of groundwater overexploitation, which has caused severe land subsidence in the basin. The Wanjiazhai Water Diversion Project (WWDP) was designed to ease water scarcity by transporting water from the Yellow River to the Taiyuan basin through 452.4 km-long canals. By the end of 2018, the WWDP had supplied 2.87 billion m3 of water to Shanxi Province, which replenish the basin’s surface water body as well as the underground aquifer. The groundwater levels have continued to rise since 2003, with rising levels of more than 70 meters by 2018 in comparison with its low stand in 2000.
In this study, we use 2007-2010 ENVISAT, ALOS-1 data, and 2017-2020 Sentinel-1 data to study the response of the basin’s aquifer to the groundwater rebound against the background of the water transfer project. We addressed the issue of tropospheric delay and its impact on the seasonal deformation by combing GACOS (Generic Atmospheric Correction Online Service) and a common-point stacking method. The accuracy improvement of deformation by this correction method was validated with measurements from seven continuous GPS stations in the basin. Groundwater rebound triggers ground uplift, which was identified in five areas by InSAR with a rate up to 25 mm/yr. The uplifting displacement time series are well correlated with groundwater level recovery. The land subsidence in the south of the basin continues but the rates decreased significantly in 2017-2020 detected from Sentinel-1 as compared to that in period 2007-2010 from ENVISAT and ALOS-1. All these uplifting signals and the decreasing rates of land subsidence found in Taiyuan city provide the indication that water management practices are successful in mitigating further subsidence.
We found a significant seasonal displacement concentrated within the central region of the basin corresponding to the main irrigated areas in the Taiyuan basin. The maximum peak-to-peak amplitude is 43 mm observed from ENVISAT and decreases to 20 mm observed from Sentinel-1. The seasonal amplitudes change rapidly across faults, indicating that the fault is an effective barrier to across-fault fluid flow. To further quantify the causal relationships between water level and ground displacement, groundwater levels and ground displacement at three wells located near the area affected by significant seasonal land subsidence are analyzed by Cross Wavelet Transform (XWT) method. We found the time lags of about one month between land subsidence and the forcing groundwater level declines. Such a cross wavelet analysis with high spatial-temporal resolution therefore enables tracking the health of the aquifer system and highlights the system’s sustainability in aiding water resources allocation against the background of the water diversion project.
How to cite: Tang, W., Zhao, X., Bi, G., Li, J., Motagh, M., Chen, M., and Chen, H.: Investigation of present-day ground displacement in Taiyuan basin by InSAR in the context of interbasin water transfer project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9340, https://doi.org/10.5194/egusphere-egu21-9340, 2021.
EGU21-12806 | vPICO presentations | NH6.2
Towards aquifer deformation models integrating SAR remote sensing: preliminary land subsidence results using GEP toolsGuadalupe Bru, Pablo Ezquerro, Carolina Guardiola-Albert, Marta Béjar-Pizarro, Gerardo Herrera, Roberto Tomás, María Inés Navarro-Hernández, Claudia Meisina, and Roberta Boni
Groundwater is a critical resource that provides fresh drinking water to at least 50% of the global population and accounts for 43% of all of the water used for irrigation (Siebert et al., 2010; UNESCO, 2012). A main consequence of groundwater depletion in overexploited aquifers is land subsidence, which ensues other impacts, such as increasing flooding risk (specially in coastal areas), damages to infrastructures and reduction of storage capacity in aquifer systems. Aquifer deformation and groundwater flow models are essential to design sustainable management strategies. In this context, A-DInSAR techniques provide valuable surface displacement data to understand the deformational behaviour of the aquifer and to characterise its properties.
RESERVOIR project, which is part of the PRIMA programme supported by the European Union, aims to provide new products and services for a sustainable groundwater management model to be developed and tested in four water-stressed Mediterranean pilot sites. Each of them is representative of a different aquifer system flow scheme. They are located in Italy (coastal aquifer of Comacchio), Spain (Alto Guadalentín Basin), Turkey (Gediz River Basin) and Jordan (Azraq Wetland Reserve). The water usages of these aquifers are irrigation, drinking water and/or power generation. Each site is prone to different issues such as land subsidence, salt water intrusion, water pollution, over-exploitation and insufficient recharge.
One of the primary objectives of the project is the use of advanced satellite-based Earth Observation (EO) techniques for the hydrogeological characterization and their integration into numerical groundwater flow and geomechanical models. This will lead to improve the knowledge about the current capacity to store water and the future response of aquifer systems to natural and human-induced stresses. Free Sentinel-1 SAR acquisitions available at the Copernicus Open Access Hub will be used to perform A-DInSAR processing in representative areas of each pilot site. Additionally, the InSAR processing tools of the Geohazards Exploitation Platform (GEP) funded by the European Space Agency, will be used for a first assessment of ground deformation. In this work we present the preliminary results obtained with Sentinel-1 images using the P-SBAS web tool on GEP (De Luca et al., 2015) at the four pilot sites.
De Luca, C., Cuccu, R., Elefante, S., Zinno, I., Manunta, M., Casola, V., Rivolta, G., Lanari, R., and Casu, F., 2015, An on-demand web tool for the unsupervised retrieval of earth’s surface deformation from SAR data: The P-SBAS service within the ESA G-POD environment: Remote Sensing, v. 7, no. 11, p. 15630-15650.
Siebert, S., Burke, J., Faures, J.-M., Frenken, K., Hoogeveen, J., Döll, P., and Portmann, F. T., 2010, Groundwater use for irrigation—a global inventory: Hydrology and earth system sciences, v. 14, no. 10, p. 1863-1880.
UNESCO, 2012, World’s Groundwater Resources Are Suffering from Poor Governance, UNESCO Publishing: Paris, France, UNESCO Publishing.
How to cite: Bru, G., Ezquerro, P., Guardiola-Albert, C., Béjar-Pizarro, M., Herrera, G., Tomás, R., Navarro-Hernández, M. I., Meisina, C., and Boni, R.: Towards aquifer deformation models integrating SAR remote sensing: preliminary land subsidence results using GEP tools, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12806, https://doi.org/10.5194/egusphere-egu21-12806, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Groundwater is a critical resource that provides fresh drinking water to at least 50% of the global population and accounts for 43% of all of the water used for irrigation (Siebert et al., 2010; UNESCO, 2012). A main consequence of groundwater depletion in overexploited aquifers is land subsidence, which ensues other impacts, such as increasing flooding risk (specially in coastal areas), damages to infrastructures and reduction of storage capacity in aquifer systems. Aquifer deformation and groundwater flow models are essential to design sustainable management strategies. In this context, A-DInSAR techniques provide valuable surface displacement data to understand the deformational behaviour of the aquifer and to characterise its properties.
RESERVOIR project, which is part of the PRIMA programme supported by the European Union, aims to provide new products and services for a sustainable groundwater management model to be developed and tested in four water-stressed Mediterranean pilot sites. Each of them is representative of a different aquifer system flow scheme. They are located in Italy (coastal aquifer of Comacchio), Spain (Alto Guadalentín Basin), Turkey (Gediz River Basin) and Jordan (Azraq Wetland Reserve). The water usages of these aquifers are irrigation, drinking water and/or power generation. Each site is prone to different issues such as land subsidence, salt water intrusion, water pollution, over-exploitation and insufficient recharge.
One of the primary objectives of the project is the use of advanced satellite-based Earth Observation (EO) techniques for the hydrogeological characterization and their integration into numerical groundwater flow and geomechanical models. This will lead to improve the knowledge about the current capacity to store water and the future response of aquifer systems to natural and human-induced stresses. Free Sentinel-1 SAR acquisitions available at the Copernicus Open Access Hub will be used to perform A-DInSAR processing in representative areas of each pilot site. Additionally, the InSAR processing tools of the Geohazards Exploitation Platform (GEP) funded by the European Space Agency, will be used for a first assessment of ground deformation. In this work we present the preliminary results obtained with Sentinel-1 images using the P-SBAS web tool on GEP (De Luca et al., 2015) at the four pilot sites.
De Luca, C., Cuccu, R., Elefante, S., Zinno, I., Manunta, M., Casola, V., Rivolta, G., Lanari, R., and Casu, F., 2015, An on-demand web tool for the unsupervised retrieval of earth’s surface deformation from SAR data: The P-SBAS service within the ESA G-POD environment: Remote Sensing, v. 7, no. 11, p. 15630-15650.
Siebert, S., Burke, J., Faures, J.-M., Frenken, K., Hoogeveen, J., Döll, P., and Portmann, F. T., 2010, Groundwater use for irrigation—a global inventory: Hydrology and earth system sciences, v. 14, no. 10, p. 1863-1880.
UNESCO, 2012, World’s Groundwater Resources Are Suffering from Poor Governance, UNESCO Publishing: Paris, France, UNESCO Publishing.
How to cite: Bru, G., Ezquerro, P., Guardiola-Albert, C., Béjar-Pizarro, M., Herrera, G., Tomás, R., Navarro-Hernández, M. I., Meisina, C., and Boni, R.: Towards aquifer deformation models integrating SAR remote sensing: preliminary land subsidence results using GEP tools, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12806, https://doi.org/10.5194/egusphere-egu21-12806, 2021.
EGU21-5361 | vPICO presentations | NH6.2 | Highlight
Deriving centimeter-level coseismic deformations and source parameters of small-to-moderate earthquakes from time-series Sentinel-1 SAR imagesHeng Luo, Teng Wang, Shengji Wei, and Mingsheng Liao
Small-to-moderate size earthquakes occur much more frequently than large ones but are general less studied by InSAR, despite that they also provide critical information about the physics of faulting and earthquake mechanisms. The weak coseismic deformations contaminated by severe atmosphere turbulences make them difficult to be studied by single interferogram. Since the launchings on April, 2014 and April, 2016, Sentinel-1 A/B satellites began to provide large-coverage SAR images in short revisited period (6 or 12 days) with 250 km frame width. The high-temporal sampling rate of Sentinel-1 data produce sufficient images for the stacking process to greatly reduce the local atmospheric turbulence that is difficult to be handled by numerical weather models. This procedure allows the extraction of very weak coseismic deformation (i.e. sub-centimeter) for small-to-moderate size earthquakes and systematical static slip inversions of the earthquakes in a tectonically active region by InSAR.
Here we report this stacking method and a new downsampling strategy based on quadtree mesh obtained from preliminary slip model to efficiently reduce the number of unwanted data points. Applying the proposed methods, we successfully retrieve coseismic deformations for 33 earthquakes (Mw4.1-Mw6.6) occurred in west China from Nov, 2014 to Jul 2020. Among these earthquakes, the smallest peak Line-of-Sight coseismic deformation is only ~6 mm. These InSAR-based earthquake catalogs show robust and precise absolute location (latitude, longitude and depth), therefore can be used as benchmark events to calibrate seismic based catalogues. However, strong trade-offs between earthquake source parameters (e.g. fault size vs slip) exist when the earthquake magnitude is small (in general smaller than Mw5.5). Such trade-offs are rooted due to the smaller deformation gradient in comparison with larger earthquakes. For the moderate size earthquakes (Mw6.0-6.6), the comparison between equivalent moment tensor from InSAR slip models and GCMT/W-phase solutions show that large CLVD components, as shown in the seismic-based moment tensor solutions, are mostly not necessary to explain the InSAR data. We suggest to combine geodetic and seismic datasets for more comprehensive and accurate earthquake source parameter inversions.
How to cite: Luo, H., Wang, T., Wei, S., and Liao, M.: Deriving centimeter-level coseismic deformations and source parameters of small-to-moderate earthquakes from time-series Sentinel-1 SAR images, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5361, https://doi.org/10.5194/egusphere-egu21-5361, 2021.
Small-to-moderate size earthquakes occur much more frequently than large ones but are general less studied by InSAR, despite that they also provide critical information about the physics of faulting and earthquake mechanisms. The weak coseismic deformations contaminated by severe atmosphere turbulences make them difficult to be studied by single interferogram. Since the launchings on April, 2014 and April, 2016, Sentinel-1 A/B satellites began to provide large-coverage SAR images in short revisited period (6 or 12 days) with 250 km frame width. The high-temporal sampling rate of Sentinel-1 data produce sufficient images for the stacking process to greatly reduce the local atmospheric turbulence that is difficult to be handled by numerical weather models. This procedure allows the extraction of very weak coseismic deformation (i.e. sub-centimeter) for small-to-moderate size earthquakes and systematical static slip inversions of the earthquakes in a tectonically active region by InSAR.
Here we report this stacking method and a new downsampling strategy based on quadtree mesh obtained from preliminary slip model to efficiently reduce the number of unwanted data points. Applying the proposed methods, we successfully retrieve coseismic deformations for 33 earthquakes (Mw4.1-Mw6.6) occurred in west China from Nov, 2014 to Jul 2020. Among these earthquakes, the smallest peak Line-of-Sight coseismic deformation is only ~6 mm. These InSAR-based earthquake catalogs show robust and precise absolute location (latitude, longitude and depth), therefore can be used as benchmark events to calibrate seismic based catalogues. However, strong trade-offs between earthquake source parameters (e.g. fault size vs slip) exist when the earthquake magnitude is small (in general smaller than Mw5.5). Such trade-offs are rooted due to the smaller deformation gradient in comparison with larger earthquakes. For the moderate size earthquakes (Mw6.0-6.6), the comparison between equivalent moment tensor from InSAR slip models and GCMT/W-phase solutions show that large CLVD components, as shown in the seismic-based moment tensor solutions, are mostly not necessary to explain the InSAR data. We suggest to combine geodetic and seismic datasets for more comprehensive and accurate earthquake source parameter inversions.
How to cite: Luo, H., Wang, T., Wei, S., and Liao, M.: Deriving centimeter-level coseismic deformations and source parameters of small-to-moderate earthquakes from time-series Sentinel-1 SAR images, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5361, https://doi.org/10.5194/egusphere-egu21-5361, 2021.
EGU21-14234 | vPICO presentations | NH6.2
Evolution of Large Bedrock Landslides in the South-Central Andes of NW ArgentinaMohammad M.Aref, Bodo Bookhagen, and Manfred R. Strecker
Deep-seated, slow moving bedrock landslides are significant natural disasters with severe socio-economic repercussions. During the past decades, an acceleration of these hazards has been reported globally due to changes in seasonal freeze-thaw cycles, permafrost thawing, infrastructure development and other anthropogenic sources, changes of precipitation and groundwater levels, and variation in seismic activity. Interferometric Synthetic Aperture Radar(InSAR) is a powerful tool to map landslides movement from space and the Sentinel 1 C-band radar mission provides a high temporal resolution data source to investigate seasonal and intra-annual changes of landslide behaviour.
To construct a 2D/3D displacement field, we decompose a combination of different look angles and InSAR ascending and descending tracks of different sensors including Sentinel and ALOS 1 PALSAR data. The ionospheric delay for InSAR observations is estimated with a split range-spectrum technique because significant ionospheric total electron content variation is common in our study area in the Central Andes. Both statistical phase-based and weather model estimation approaches are implemented to minimize the effect of tropospheric signal on InSAR observations.
Our observations identify several areas with rapid translational slide movements exceeding 5-10 cm/y. Multi-annual and inter-annual behaviour of deformation is extracted through time series analysis and a hierarchical clustering approach is used to identify geographic areas with similar characteristics and rates. We show the wide-spread spatial distribution of unstable hill slopes in the Eastern Cordillera of the south-central Andes, especially at high elevations where field observations are difficult. We identify driving forces to be a combination of pre-existing geologic structures and climatic parameters.
How to cite: M.Aref, M., Bookhagen, B., and R. Strecker, M.: Evolution of Large Bedrock Landslides in the South-Central Andes of NW Argentina , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14234, https://doi.org/10.5194/egusphere-egu21-14234, 2021.
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Deep-seated, slow moving bedrock landslides are significant natural disasters with severe socio-economic repercussions. During the past decades, an acceleration of these hazards has been reported globally due to changes in seasonal freeze-thaw cycles, permafrost thawing, infrastructure development and other anthropogenic sources, changes of precipitation and groundwater levels, and variation in seismic activity. Interferometric Synthetic Aperture Radar(InSAR) is a powerful tool to map landslides movement from space and the Sentinel 1 C-band radar mission provides a high temporal resolution data source to investigate seasonal and intra-annual changes of landslide behaviour.
To construct a 2D/3D displacement field, we decompose a combination of different look angles and InSAR ascending and descending tracks of different sensors including Sentinel and ALOS 1 PALSAR data. The ionospheric delay for InSAR observations is estimated with a split range-spectrum technique because significant ionospheric total electron content variation is common in our study area in the Central Andes. Both statistical phase-based and weather model estimation approaches are implemented to minimize the effect of tropospheric signal on InSAR observations.
Our observations identify several areas with rapid translational slide movements exceeding 5-10 cm/y. Multi-annual and inter-annual behaviour of deformation is extracted through time series analysis and a hierarchical clustering approach is used to identify geographic areas with similar characteristics and rates. We show the wide-spread spatial distribution of unstable hill slopes in the Eastern Cordillera of the south-central Andes, especially at high elevations where field observations are difficult. We identify driving forces to be a combination of pre-existing geologic structures and climatic parameters.
How to cite: M.Aref, M., Bookhagen, B., and R. Strecker, M.: Evolution of Large Bedrock Landslides in the South-Central Andes of NW Argentina , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14234, https://doi.org/10.5194/egusphere-egu21-14234, 2021.
EGU21-14595 | vPICO presentations | NH6.2 | Highlight
Co-seismic deformation, field observations and seismic fault model of the Oct. 30, 2020 Mw=7.0 Samos earthquake, Aegean SeaPanagiotis Elias, Athanassios Ganas, Pierre Briole, Sotiris Valkaniotis, Javier Escartin, Varvara Tsironi, Ilektra Karasante, and Chrysanthi Kosma
On 30 October 2020 11:51 UTC a large Mw = 7.0 earthquake occurred offshore of the island of Samos, Greece. In this contribution we present the characteristics of the seismic fault (location, geometry, geodetic moment) as inferred from the processing of geodetic data (InSAR and GNSS). We use the InSAR displacement data from Sentinel-1 interferograms (ascending orbit 29 and descending 36) and the GNSS offsets from eleven (11) permanent stations in Greece and Turkey to invert for the fault parameters. Our inversion modeling indicates the activation of a normal fault north of Samos with a length of 32 km, width of 17 km, average slip of 2.1 m, a moderate dip-angle (37°) and with a dip-direction towards North. The inferred fault is located adjacent to Samos northern coastline, with the top of the slip ~1 km below surface, and ~2 km off-shore at its closest to the island. The earthquake caused the permanent uplift of the island up to 10 cm with the exception of a coastal strip along the NE part of the northern shore (near Kokkari) that subsided 2-6 cm. The effects of the earthquake included liquefaction, rock falls, rock slides, road cracks and deep-seated landslides, all due to the strong ground motion and associated down-slope mobilization of soil cover and loose sediments.
How to cite: Elias, P., Ganas, A., Briole, P., Valkaniotis, S., Escartin, J., Tsironi, V., Karasante, I., and Kosma, C.: Co-seismic deformation, field observations and seismic fault model of the Oct. 30, 2020 Mw=7.0 Samos earthquake, Aegean Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14595, https://doi.org/10.5194/egusphere-egu21-14595, 2021.
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On 30 October 2020 11:51 UTC a large Mw = 7.0 earthquake occurred offshore of the island of Samos, Greece. In this contribution we present the characteristics of the seismic fault (location, geometry, geodetic moment) as inferred from the processing of geodetic data (InSAR and GNSS). We use the InSAR displacement data from Sentinel-1 interferograms (ascending orbit 29 and descending 36) and the GNSS offsets from eleven (11) permanent stations in Greece and Turkey to invert for the fault parameters. Our inversion modeling indicates the activation of a normal fault north of Samos with a length of 32 km, width of 17 km, average slip of 2.1 m, a moderate dip-angle (37°) and with a dip-direction towards North. The inferred fault is located adjacent to Samos northern coastline, with the top of the slip ~1 km below surface, and ~2 km off-shore at its closest to the island. The earthquake caused the permanent uplift of the island up to 10 cm with the exception of a coastal strip along the NE part of the northern shore (near Kokkari) that subsided 2-6 cm. The effects of the earthquake included liquefaction, rock falls, rock slides, road cracks and deep-seated landslides, all due to the strong ground motion and associated down-slope mobilization of soil cover and loose sediments.
How to cite: Elias, P., Ganas, A., Briole, P., Valkaniotis, S., Escartin, J., Tsironi, V., Karasante, I., and Kosma, C.: Co-seismic deformation, field observations and seismic fault model of the Oct. 30, 2020 Mw=7.0 Samos earthquake, Aegean Sea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14595, https://doi.org/10.5194/egusphere-egu21-14595, 2021.
EGU21-3794 | vPICO presentations | NH6.2
Detection of slow-moving landslides in large area using InSAR phase-gradients stacking and YOLOv3Lv Fu and Teng Wang
Landslide is one of the major geohazards that endangers the human society and threatens the safety of life and properties. In recent years, attentions have been paid to the Synthetic Aperture Radar interferometry (InSAR) for landslide monitoring with many successful applications. However, it is still difficult to effectively and automatically identify slow-moving landslides distributed in a large area because of phase unwrapping errors, troposphere turbulence and vegetation cover. Here we propose a method combining phase-gradient stacking and the widely-used neural network for tiny object detection: You Only Look Once (YOLOv3) to detect slow-moving landslides from large-scale interferograms. Using the time-series Sentinel-1 SAR images acquired since 2016, we develop a burst-based, phase-gradient stacking algorithm to sum up phase gradients along the azimuth and range directions of short-temporal-baseline interferograms. The stacked phase gradients clearly present the characteristics of localized surface deformation, mainly caused by slow-moving landslides, avoiding the errors result of multiple phase unwrapping in time-series analysis and atmospheric effects. We then train the YOLOv3 network with the stacked phase-gradient maps of known landslides to achieve the quick and automatic landslide detection. We apply our method in the middle section of the Yalong River in mountainous area of western China, with an area of 180,000 km2. In addition to the slides that have been published in the inventory, we identify many more slow-moving landslides that cannot be detected by traditional time-series InSAR analysis methods. Our results demonstrate the potential usage of the proposed methods for slow-moving landslide detection in large area, which can be applied before the time-consuming time-series InSAR analysis.
How to cite: Fu, L. and Wang, T.: Detection of slow-moving landslides in large area using InSAR phase-gradients stacking and YOLOv3, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3794, https://doi.org/10.5194/egusphere-egu21-3794, 2021.
Landslide is one of the major geohazards that endangers the human society and threatens the safety of life and properties. In recent years, attentions have been paid to the Synthetic Aperture Radar interferometry (InSAR) for landslide monitoring with many successful applications. However, it is still difficult to effectively and automatically identify slow-moving landslides distributed in a large area because of phase unwrapping errors, troposphere turbulence and vegetation cover. Here we propose a method combining phase-gradient stacking and the widely-used neural network for tiny object detection: You Only Look Once (YOLOv3) to detect slow-moving landslides from large-scale interferograms. Using the time-series Sentinel-1 SAR images acquired since 2016, we develop a burst-based, phase-gradient stacking algorithm to sum up phase gradients along the azimuth and range directions of short-temporal-baseline interferograms. The stacked phase gradients clearly present the characteristics of localized surface deformation, mainly caused by slow-moving landslides, avoiding the errors result of multiple phase unwrapping in time-series analysis and atmospheric effects. We then train the YOLOv3 network with the stacked phase-gradient maps of known landslides to achieve the quick and automatic landslide detection. We apply our method in the middle section of the Yalong River in mountainous area of western China, with an area of 180,000 km2. In addition to the slides that have been published in the inventory, we identify many more slow-moving landslides that cannot be detected by traditional time-series InSAR analysis methods. Our results demonstrate the potential usage of the proposed methods for slow-moving landslide detection in large area, which can be applied before the time-consuming time-series InSAR analysis.
How to cite: Fu, L. and Wang, T.: Detection of slow-moving landslides in large area using InSAR phase-gradients stacking and YOLOv3, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3794, https://doi.org/10.5194/egusphere-egu21-3794, 2021.
EGU21-15170 | vPICO presentations | NH6.2
Near real time high resolution mapping of flood extent in west African sitesInes Cherif, Georgios Ovakoglou, Thomas K. Alexandridis, Foster Mensah, and Issa Garba
Flood disasters cause severe damages to African communities (destroyed infrastructure, submerged fields, loss of life) and have an increasing occurrence under the changing climate. The spatial and temporal resolutions of the Sentinel-1 radar data are favourable assets towards improving the capacity to monitor flood events. Flood mapping is included among the services developed within the AfriCultuReS project, with the overall aim to improve food security in Africa (http://africultures.eu/). The widely used SAR threshold imaging technique for the automatic mapping of flood extent from Sentinel-1 images was tested in two pilot sites of the project, in Ghana and Niger. Two flood events with different characteristics were considered: the spillage of the Bagre dam in the south of Burkina Faso which caused farmlands to flood in north-east Ghana in August 2018 and the flood of the Niger river around Niamey after torrential rain in August 2017. These two case studies in west Africa allowed the assessment of the robustness of the method to provide timely flood delineation maps to end users and potential stakeholders. The results were evaluated through expert opinion and comparison to available reference data such as maps from the Copernicus Management Service (CEMS) which was activated in the case of the riverine flood in Niger (Copernicus EMSR235). The results show that the approach can be applied for a rapid and near-real time mapping of the flood extent in the pilot sites of the project AfriCultuReS. The near real time maps can lead to a faster assessment of the flood event severity and its damages on the local communities, help initial reporting to national institutions, and feed existing flood databases such as MifMASS for west Africa. Based on this approach a flood mapping service is under development as part of the AfriCultuReS Disasters Mapping and Monitoring service (AfriCRS-S4-P03).
How to cite: Cherif, I., Ovakoglou, G., Alexandridis, T. K., Mensah, F., and Garba, I.: Near real time high resolution mapping of flood extent in west African sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15170, https://doi.org/10.5194/egusphere-egu21-15170, 2021.
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Flood disasters cause severe damages to African communities (destroyed infrastructure, submerged fields, loss of life) and have an increasing occurrence under the changing climate. The spatial and temporal resolutions of the Sentinel-1 radar data are favourable assets towards improving the capacity to monitor flood events. Flood mapping is included among the services developed within the AfriCultuReS project, with the overall aim to improve food security in Africa (http://africultures.eu/). The widely used SAR threshold imaging technique for the automatic mapping of flood extent from Sentinel-1 images was tested in two pilot sites of the project, in Ghana and Niger. Two flood events with different characteristics were considered: the spillage of the Bagre dam in the south of Burkina Faso which caused farmlands to flood in north-east Ghana in August 2018 and the flood of the Niger river around Niamey after torrential rain in August 2017. These two case studies in west Africa allowed the assessment of the robustness of the method to provide timely flood delineation maps to end users and potential stakeholders. The results were evaluated through expert opinion and comparison to available reference data such as maps from the Copernicus Management Service (CEMS) which was activated in the case of the riverine flood in Niger (Copernicus EMSR235). The results show that the approach can be applied for a rapid and near-real time mapping of the flood extent in the pilot sites of the project AfriCultuReS. The near real time maps can lead to a faster assessment of the flood event severity and its damages on the local communities, help initial reporting to national institutions, and feed existing flood databases such as MifMASS for west Africa. Based on this approach a flood mapping service is under development as part of the AfriCultuReS Disasters Mapping and Monitoring service (AfriCRS-S4-P03).
How to cite: Cherif, I., Ovakoglou, G., Alexandridis, T. K., Mensah, F., and Garba, I.: Near real time high resolution mapping of flood extent in west African sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15170, https://doi.org/10.5194/egusphere-egu21-15170, 2021.
EGU21-15503 | vPICO presentations | NH6.2
Potential link between mountain subsidence and water discharge from a tunnel in north IcelandVincent Drouin and Bjarni Gautason
The Vaðlaheiði tunnel is a 7.4 km long tunnel located in north Iceland, linking the Eyjafjörður fjord and the Fnjóskadalur valley. It goes through the Vaðlaheiði mountain at maximum depth of about 500 m. The tunnel was built in order to shorten the main road around Iceland (road 1) by 16 km and avoid a mountain pass which was often blocked by snow during winters. The drilling started in July 2013. On the 16th of February, after having excavated about 1.9 km, a water vein was encountered and started to leak in the tunnel at a rate of about 350 L/s. Drilling was complete in April 2017 and the tunnel opened for traffic in December 2018. As of January 2021, about 250 L/s of a mix of geothermal and cold water is still going out of the tunnel.
The Sentinel-1 SAR satellites from the Copernicus mission provide acquisitions over Iceland since summer 2015. InSAR time-series analysis were conducted for four tracks covering Vaðlaheiði: two ascending (T118, T147) and two descending (T111, T9). Results show that part of the hill subsided about 10 mm between summer 2015 and summer 2016. It also appears that the same area was subsiding about 5 mm per year between summer 2016 and summer 2020. Older datasets from the Envisat SAR mission covering 2004-2010 were analysed and show no evidence of subsidence in the same location. Therefore, it appears there could potentially be a link between the water going out of the tunnel and the subsidence. Especially since water withdrawal at depth is known to cause surface subsidence, like in the case of agriculture irrigation or geothermal exploitation. Using numerical modelling, we attempt to explain this relation between water withdrawal and subsidence in the case of the Vaðlaheiði tunnel.
How to cite: Drouin, V. and Gautason, B.: Potential link between mountain subsidence and water discharge from a tunnel in north Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15503, https://doi.org/10.5194/egusphere-egu21-15503, 2021.
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The Vaðlaheiði tunnel is a 7.4 km long tunnel located in north Iceland, linking the Eyjafjörður fjord and the Fnjóskadalur valley. It goes through the Vaðlaheiði mountain at maximum depth of about 500 m. The tunnel was built in order to shorten the main road around Iceland (road 1) by 16 km and avoid a mountain pass which was often blocked by snow during winters. The drilling started in July 2013. On the 16th of February, after having excavated about 1.9 km, a water vein was encountered and started to leak in the tunnel at a rate of about 350 L/s. Drilling was complete in April 2017 and the tunnel opened for traffic in December 2018. As of January 2021, about 250 L/s of a mix of geothermal and cold water is still going out of the tunnel.
The Sentinel-1 SAR satellites from the Copernicus mission provide acquisitions over Iceland since summer 2015. InSAR time-series analysis were conducted for four tracks covering Vaðlaheiði: two ascending (T118, T147) and two descending (T111, T9). Results show that part of the hill subsided about 10 mm between summer 2015 and summer 2016. It also appears that the same area was subsiding about 5 mm per year between summer 2016 and summer 2020. Older datasets from the Envisat SAR mission covering 2004-2010 were analysed and show no evidence of subsidence in the same location. Therefore, it appears there could potentially be a link between the water going out of the tunnel and the subsidence. Especially since water withdrawal at depth is known to cause surface subsidence, like in the case of agriculture irrigation or geothermal exploitation. Using numerical modelling, we attempt to explain this relation between water withdrawal and subsidence in the case of the Vaðlaheiði tunnel.
How to cite: Drouin, V. and Gautason, B.: Potential link between mountain subsidence and water discharge from a tunnel in north Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15503, https://doi.org/10.5194/egusphere-egu21-15503, 2021.
EGU21-518 | vPICO presentations | NH6.2
Estimating Area Coverage and Volume of Hot Lava by Integrating Multiple Satellite Remote Sensing TechniquesNinad Bhagwat, Xiaobing Zhou, and Jiaqing Miao
EGU21-3722 | vPICO presentations | NH6.2 | Highlight
Deep learning facilitated local deformation monitoring with large-scale SAR interferometryTeng Wang, Heng Luo, Zhipeng Wu, Lv Fu, and Qi Zhang
SAR interferometry has stepped in the big-data era, particularly with the acquisition capability and open-data policy of ESA’s Sentinel-1 SAR mission. Large amount of Sentinel-1 SAR images has been acquired and archived, allowing for generating thousands of interferograms, covering millions of square kilometers. In such a large-scale interferometry scenario, many applications still focus on monitoring kilometer-scale local deformation, sparsely distributed in a large area. It is thus not effective to apply the time-series InSAR analysis to the whole image stack, but to focus on areas with deformation. Aiming at this target, we present our recent work built upon deep neural networks to firstly detect localized deformation and then carry on the time-series analysis on small interferogram patches with deformation signals.
Here, we first introduce our burst-based Sentinel-1 processor, which has been fully paralleled for large-scale InSAR processing. From these interferograms, we adapt and train several deep neural networks for masking decorrelation areas, detecting local deformation, and unwrapping high-gradient phases. We apply our networks for mining subsidence and landslides monitoring. Comparing with traditional time-series InSAR analysis, the presented strategy not only reduces the computation time, but also avoids the influence of large-scale tropospheric delays and the propagation of possible unwrapping errors.
The presented methods introduce artificial intelligence to the time-series InSAR processing chain and make the mission of regularly monitoring localized deformation sparsely distributed in large scale feasible and more efficient. As future work, we can further improve the temporal resolution of InSAR based local deformation monitoring by training networks combining interferograms from C-band and L-band SAR images, which will be available soon from future SAR missions such as NiSAR and LuTan-1.
How to cite: Wang, T., Luo, H., Wu, Z., Fu, L., and Zhang, Q.: Deep learning facilitated local deformation monitoring with large-scale SAR interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3722, https://doi.org/10.5194/egusphere-egu21-3722, 2021.
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SAR interferometry has stepped in the big-data era, particularly with the acquisition capability and open-data policy of ESA’s Sentinel-1 SAR mission. Large amount of Sentinel-1 SAR images has been acquired and archived, allowing for generating thousands of interferograms, covering millions of square kilometers. In such a large-scale interferometry scenario, many applications still focus on monitoring kilometer-scale local deformation, sparsely distributed in a large area. It is thus not effective to apply the time-series InSAR analysis to the whole image stack, but to focus on areas with deformation. Aiming at this target, we present our recent work built upon deep neural networks to firstly detect localized deformation and then carry on the time-series analysis on small interferogram patches with deformation signals.
Here, we first introduce our burst-based Sentinel-1 processor, which has been fully paralleled for large-scale InSAR processing. From these interferograms, we adapt and train several deep neural networks for masking decorrelation areas, detecting local deformation, and unwrapping high-gradient phases. We apply our networks for mining subsidence and landslides monitoring. Comparing with traditional time-series InSAR analysis, the presented strategy not only reduces the computation time, but also avoids the influence of large-scale tropospheric delays and the propagation of possible unwrapping errors.
The presented methods introduce artificial intelligence to the time-series InSAR processing chain and make the mission of regularly monitoring localized deformation sparsely distributed in large scale feasible and more efficient. As future work, we can further improve the temporal resolution of InSAR based local deformation monitoring by training networks combining interferograms from C-band and L-band SAR images, which will be available soon from future SAR missions such as NiSAR and LuTan-1.
How to cite: Wang, T., Luo, H., Wu, Z., Fu, L., and Zhang, Q.: Deep learning facilitated local deformation monitoring with large-scale SAR interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3722, https://doi.org/10.5194/egusphere-egu21-3722, 2021.
EGU21-292 | vPICO presentations | NH6.2
Multi-Frequency and Multi-Temporal InSAR Analysis for Monitoring Land Subsidence, Aswan City, EgyptNoha Medhat, Masa-yuki Yamamoto, and Gad El-Qady
Land deformation due to natural and anthropogenic impacts considered to be one of the challenging environmental problems in the Aswan area located in the southern part of Egypt. Specifically, we applied multi-sensor analysis in order to record the slow rate of subsidence with a high spatial resolution of COSMO-SkyMed (X-band) and Sentinel-1 TOPSAR (C-band) scenes. We proposed multi-temporal DInSAR data analysis by means of ascending and descending orbit tracks during the recent time period of 2012-2017. The stacked DInSAR results reported the occurrence of land subsidence of active urban areas. A strong correlation between the ground truth data, ground leveling, and the estimated Line of Sight (LOS) displacement time series values are reached, assuming the ground deformation controlled by seasonal surface water loading, lithological units, and subsurface water activity. The detection of short-term displacement highlights the priority of groundwater management plans in the affected urban areas.
How to cite: Medhat, N., Yamamoto, M., and El-Qady, G.: Multi-Frequency and Multi-Temporal InSAR Analysis for Monitoring Land Subsidence, Aswan City, Egypt, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-292, https://doi.org/10.5194/egusphere-egu21-292, 2021.
Land deformation due to natural and anthropogenic impacts considered to be one of the challenging environmental problems in the Aswan area located in the southern part of Egypt. Specifically, we applied multi-sensor analysis in order to record the slow rate of subsidence with a high spatial resolution of COSMO-SkyMed (X-band) and Sentinel-1 TOPSAR (C-band) scenes. We proposed multi-temporal DInSAR data analysis by means of ascending and descending orbit tracks during the recent time period of 2012-2017. The stacked DInSAR results reported the occurrence of land subsidence of active urban areas. A strong correlation between the ground truth data, ground leveling, and the estimated Line of Sight (LOS) displacement time series values are reached, assuming the ground deformation controlled by seasonal surface water loading, lithological units, and subsurface water activity. The detection of short-term displacement highlights the priority of groundwater management plans in the affected urban areas.
How to cite: Medhat, N., Yamamoto, M., and El-Qady, G.: Multi-Frequency and Multi-Temporal InSAR Analysis for Monitoring Land Subsidence, Aswan City, Egypt, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-292, https://doi.org/10.5194/egusphere-egu21-292, 2021.
EGU21-295 | vPICO presentations | NH6.2
Mapping and analyzing land subsidence for Tehran using Sentinel-1 SAR and GPS and geological dataSoheil Rajabi Baniani, Ling Chang, and Yasser Maghsoudi
Tehran, as a megacity in Iran, is exposed to a high rate of land deformation. Recent research shows average land deformation speed is up to 39.9 mm/year in southeast plain (from 2014 to 2017) and groundwater extraction in Tehran plain for agricultural and industrial demands is the most probable driving mechanism. It is undisputed that infrastructure and structure in Tehran are continuously under threat by such rapid land subsidence, and this subsidence may also lead to significant economic losses such as structural damage and high maintenance costs for roads, railways, dikes, pipelines, and buildings. Therefore, when, where and why the subsidence did/does occur has to be closely monitored and analysed considering future planning and the importance of infrastructure and structure damage, which has a profound effect on human activities. This study attempts to use Sentinel 1 SAR data to map land subsidence in Tehran and validate the results by using GPS data.
We implemented the standard persistent scatterer interferometry (PSI) approach with the customized parameter configuration, for Tehran with an area of about 1600 km2. 52 Sentinel 1A (C-band) dataset acquired between 2018 and 2019 were collected. There were 1,746,317 PS measurement points generated. The PSI results illustrate that the maximum loss of elevation over the time period did amount to 11.7 cm/year.
We used the GPS observations between 1/1/2018 and 27/10/2019, from the two GPS stations GPS-m318 (35.64 N, 51.29 E), GPS-m020 (35.58 N, 51.42 E) to evaluate the PSI deformation results. We found that the maximum and minimum double difference between GPSs and PSs were 0.0536 m, 0.0015 m respectively; moreover, the corresponding histogram shows that most of the double-difference values are in the interval of [-0.01 0.01] m, and the RMSE is 0.011 m. Besides, we also applied the velocity comparison of double-differenced GPS and PS, which shows that the PS measurements matched well with the GPS observations.
By comparing the water table variations and PSI-derived land deformation, we found that the groundwater withdraw could be a major driving mechanism but the variation in soil type also plays an important role. For instance, although the groundwater levels (Xutm = 503498, Yutm = 3948916) has decreased by approximately 13m from 2012 to 2017 at the place of Andisheh-Jadid, no subsidence was detected possibly due to the presence of well grade layers at that location.
How to cite: Rajabi Baniani, S., Chang, L., and Maghsoudi, Y.: Mapping and analyzing land subsidence for Tehran using Sentinel-1 SAR and GPS and geological data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-295, https://doi.org/10.5194/egusphere-egu21-295, 2021.
Tehran, as a megacity in Iran, is exposed to a high rate of land deformation. Recent research shows average land deformation speed is up to 39.9 mm/year in southeast plain (from 2014 to 2017) and groundwater extraction in Tehran plain for agricultural and industrial demands is the most probable driving mechanism. It is undisputed that infrastructure and structure in Tehran are continuously under threat by such rapid land subsidence, and this subsidence may also lead to significant economic losses such as structural damage and high maintenance costs for roads, railways, dikes, pipelines, and buildings. Therefore, when, where and why the subsidence did/does occur has to be closely monitored and analysed considering future planning and the importance of infrastructure and structure damage, which has a profound effect on human activities. This study attempts to use Sentinel 1 SAR data to map land subsidence in Tehran and validate the results by using GPS data.
We implemented the standard persistent scatterer interferometry (PSI) approach with the customized parameter configuration, for Tehran with an area of about 1600 km2. 52 Sentinel 1A (C-band) dataset acquired between 2018 and 2019 were collected. There were 1,746,317 PS measurement points generated. The PSI results illustrate that the maximum loss of elevation over the time period did amount to 11.7 cm/year.
We used the GPS observations between 1/1/2018 and 27/10/2019, from the two GPS stations GPS-m318 (35.64 N, 51.29 E), GPS-m020 (35.58 N, 51.42 E) to evaluate the PSI deformation results. We found that the maximum and minimum double difference between GPSs and PSs were 0.0536 m, 0.0015 m respectively; moreover, the corresponding histogram shows that most of the double-difference values are in the interval of [-0.01 0.01] m, and the RMSE is 0.011 m. Besides, we also applied the velocity comparison of double-differenced GPS and PS, which shows that the PS measurements matched well with the GPS observations.
By comparing the water table variations and PSI-derived land deformation, we found that the groundwater withdraw could be a major driving mechanism but the variation in soil type also plays an important role. For instance, although the groundwater levels (Xutm = 503498, Yutm = 3948916) has decreased by approximately 13m from 2012 to 2017 at the place of Andisheh-Jadid, no subsidence was detected possibly due to the presence of well grade layers at that location.
How to cite: Rajabi Baniani, S., Chang, L., and Maghsoudi, Y.: Mapping and analyzing land subsidence for Tehran using Sentinel-1 SAR and GPS and geological data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-295, https://doi.org/10.5194/egusphere-egu21-295, 2021.
EGU21-541 | vPICO presentations | NH6.2 | Highlight
Deformation monitoring and scattering characterization using PAZ co-polarimetric SAR imageryLing Chang and Alfred Stein
The PAZ SAR satellite, launched in 2018, routinely delivers X-band SAR (synthetic aperture radar) imagery in co-polarimetric HH and VV channels on a weekly basis. It has the potential to reveal surface elevation and deformations and to categorize scattering characteristics. Yet, few relevant experiments and studies have been carried out so far [1], probably due to the limited PAZ data availability to the public. Using a relatively small stack of 10 PAZ co-polarimetric SAR images, we investigate and demonstrate the applicability of PAZ co-polarimetric SAR imagery for monitoring surface deformation. Images were acquired between September 2019 and April 2020, covering the northern part of the Netherlands. This InSAR (interferometric SAR) time series of images allowed us to classify radar scatterers in terms of scattering mechanisms.
A key linchpin in time series analysis for surface deformation monitoring is to identify reliable constantly coherent scatterers (CCS) and to maximize their number separately in the VV and HH channels. Sufficient and reliable CCS can facilitate spatio-temporal phase unwrapping, and map surface deformation evolution. A real-valued IRF (impulse response function) correlation method is suggested for CCS selection as it generates the CCS with exact radar location and maximum exclusion of incoherent scatterers and scatterers at the sidelobes. In this way it serves as an alternative to classical methods such as the normalized amplitude dispersion (NAD). The results of our study show that 34% CCS in the VV channel and 47% in the HH channel have an ensemble temporal coherence > 0.9 using the real-valued IRF correlation method, while 5% CCS in both the VV and the HH channel have an ensemble temporal coherence > 0.9 using the NAD method. Therefore, using the real-valued IRF correlation method we obtain better-quality results of the selected CCS.
By using SAR images in both the VV and HH channels, co-polarimetric phase differencing (CPD) can be applied to classify the CCS into three classes: surface scattering, dihedral scattering and volume scattering. The results of our study show that by predefining an allowable noise range, in our study equal to 0.4, and using the temporal averaged CPD, we can achieve a reliable CPD-based classification. A higher percentage of CCS in the VV channel is classified as dihedral scatterers (24%), while a higher percentage of CCS in the HH channel is classified as surface scatterers (36%) and volume scatterers (47%).
We conclude that PAZ co-polarimetric SAR imagery improves monitoring of surface deformation as compared to existing methods, and is suited to characterize radar scatterers.
[1] Ling Chang and Alfred Stein (2020). Exploring PAZ co-polarimetric SAR data for surface movement mapping and scattering characterization. International Journal of Applied Earth Observation and Geoinformation. (https://doi.org/10.1016/j.jag.2020.102280)
How to cite: Chang, L. and Stein, A.: Deformation monitoring and scattering characterization using PAZ co-polarimetric SAR imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-541, https://doi.org/10.5194/egusphere-egu21-541, 2021.
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The PAZ SAR satellite, launched in 2018, routinely delivers X-band SAR (synthetic aperture radar) imagery in co-polarimetric HH and VV channels on a weekly basis. It has the potential to reveal surface elevation and deformations and to categorize scattering characteristics. Yet, few relevant experiments and studies have been carried out so far [1], probably due to the limited PAZ data availability to the public. Using a relatively small stack of 10 PAZ co-polarimetric SAR images, we investigate and demonstrate the applicability of PAZ co-polarimetric SAR imagery for monitoring surface deformation. Images were acquired between September 2019 and April 2020, covering the northern part of the Netherlands. This InSAR (interferometric SAR) time series of images allowed us to classify radar scatterers in terms of scattering mechanisms.
A key linchpin in time series analysis for surface deformation monitoring is to identify reliable constantly coherent scatterers (CCS) and to maximize their number separately in the VV and HH channels. Sufficient and reliable CCS can facilitate spatio-temporal phase unwrapping, and map surface deformation evolution. A real-valued IRF (impulse response function) correlation method is suggested for CCS selection as it generates the CCS with exact radar location and maximum exclusion of incoherent scatterers and scatterers at the sidelobes. In this way it serves as an alternative to classical methods such as the normalized amplitude dispersion (NAD). The results of our study show that 34% CCS in the VV channel and 47% in the HH channel have an ensemble temporal coherence > 0.9 using the real-valued IRF correlation method, while 5% CCS in both the VV and the HH channel have an ensemble temporal coherence > 0.9 using the NAD method. Therefore, using the real-valued IRF correlation method we obtain better-quality results of the selected CCS.
By using SAR images in both the VV and HH channels, co-polarimetric phase differencing (CPD) can be applied to classify the CCS into three classes: surface scattering, dihedral scattering and volume scattering. The results of our study show that by predefining an allowable noise range, in our study equal to 0.4, and using the temporal averaged CPD, we can achieve a reliable CPD-based classification. A higher percentage of CCS in the VV channel is classified as dihedral scatterers (24%), while a higher percentage of CCS in the HH channel is classified as surface scatterers (36%) and volume scatterers (47%).
We conclude that PAZ co-polarimetric SAR imagery improves monitoring of surface deformation as compared to existing methods, and is suited to characterize radar scatterers.
[1] Ling Chang and Alfred Stein (2020). Exploring PAZ co-polarimetric SAR data for surface movement mapping and scattering characterization. International Journal of Applied Earth Observation and Geoinformation. (https://doi.org/10.1016/j.jag.2020.102280)
How to cite: Chang, L. and Stein, A.: Deformation monitoring and scattering characterization using PAZ co-polarimetric SAR imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-541, https://doi.org/10.5194/egusphere-egu21-541, 2021.
EGU21-1336 | vPICO presentations | NH6.2
Ground motion detection in a salt solution mining area, an application of Multi-Temporal Satellite InterferometryLorenzo Solari, Roberto Montalti, Anna Barra, Oriol Monserrat, Silvia Bianchini, and Michele Crosetto
Subsurface mining is one of the human activities with the highest impact in terms of induced ground motion. The excavation of the mining layers creates a geotechnically and hydrogeologically unstable context. The generation of chimney collapses and sinkholes is the most evident surface consequence of underground mining which, in general, creates the optimal conditions for the development of subsidence bowls. Considering this, the need for ground motion monitoring tools is evident. Topographic measurements have been the obvious choice for many years. Nowadays, the flourishing of Multi-Temporal Satellite Interferometry (MTInSAR) algorithms and techniques offers a new way to measure ground motion in mining areas. MTInSAR fully covers the accuracy requirements asked by mining companies and authorities, adding new potentialities in term of area coverage and number of measurement points. The technique has some intrinsic limitations in mining areas, e.g. coherence loss, but the algorithms are being pushed to their technical limits in order to provide the best coverage and quality of measures.
This work presents a detailed scale MTInSAR approach designed to characterize ground deformation in the salt solution mining area of Saline di Volterra (Tuscany Region, central Italy). In summary, salt solution mining consists in the injection at the depth of interest of a dissolving fluid and in the extraction of the resultant saturated brine. In Saline di Volterra, this mining activity created ground motion, sinkholes and groundwater depletion. The MTInSAR processing approach used is based on the direct integration of interferograms derived from Sentinel-1 images and on the phase splitting between low and high frequency components. Phase unwrapping is separately performed for the two components that are then recombined to avoid error accumulation. Before generating the final deformation map, a classical atmospheric phase filtering is applied to remove the residual low frequency signal. The results obtained reveal the presence of several subsidence bowls, sometimes corresponding to sinkholes formed in the recent past. These moving areas register velocities up to -250 mm/yr with different spatial and temporal patterns according to the distribution and age of formation of sinkholes. This is the first time an interferometric analysis is performed here. It is hoped that such information could increase the awareness of local entities on the ground effects induced by this mining activity.
How to cite: Solari, L., Montalti, R., Barra, A., Monserrat, O., Bianchini, S., and Crosetto, M.: Ground motion detection in a salt solution mining area, an application of Multi-Temporal Satellite Interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1336, https://doi.org/10.5194/egusphere-egu21-1336, 2021.
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Subsurface mining is one of the human activities with the highest impact in terms of induced ground motion. The excavation of the mining layers creates a geotechnically and hydrogeologically unstable context. The generation of chimney collapses and sinkholes is the most evident surface consequence of underground mining which, in general, creates the optimal conditions for the development of subsidence bowls. Considering this, the need for ground motion monitoring tools is evident. Topographic measurements have been the obvious choice for many years. Nowadays, the flourishing of Multi-Temporal Satellite Interferometry (MTInSAR) algorithms and techniques offers a new way to measure ground motion in mining areas. MTInSAR fully covers the accuracy requirements asked by mining companies and authorities, adding new potentialities in term of area coverage and number of measurement points. The technique has some intrinsic limitations in mining areas, e.g. coherence loss, but the algorithms are being pushed to their technical limits in order to provide the best coverage and quality of measures.
This work presents a detailed scale MTInSAR approach designed to characterize ground deformation in the salt solution mining area of Saline di Volterra (Tuscany Region, central Italy). In summary, salt solution mining consists in the injection at the depth of interest of a dissolving fluid and in the extraction of the resultant saturated brine. In Saline di Volterra, this mining activity created ground motion, sinkholes and groundwater depletion. The MTInSAR processing approach used is based on the direct integration of interferograms derived from Sentinel-1 images and on the phase splitting between low and high frequency components. Phase unwrapping is separately performed for the two components that are then recombined to avoid error accumulation. Before generating the final deformation map, a classical atmospheric phase filtering is applied to remove the residual low frequency signal. The results obtained reveal the presence of several subsidence bowls, sometimes corresponding to sinkholes formed in the recent past. These moving areas register velocities up to -250 mm/yr with different spatial and temporal patterns according to the distribution and age of formation of sinkholes. This is the first time an interferometric analysis is performed here. It is hoped that such information could increase the awareness of local entities on the ground effects induced by this mining activity.
How to cite: Solari, L., Montalti, R., Barra, A., Monserrat, O., Bianchini, S., and Crosetto, M.: Ground motion detection in a salt solution mining area, an application of Multi-Temporal Satellite Interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1336, https://doi.org/10.5194/egusphere-egu21-1336, 2021.
EGU21-8417 | vPICO presentations | NH6.2
The satellite radar monitoring for anthropogenic and natural geological hazards mapping within the Solotvyno mining area (Transcarpathia, Ukraine)Maxim Pakshin, Stella Shekhunova, Svitlana Stadnichenko, and Ivan Liaska
Satellite images have been interpreted to establish the basic patterns of land surface deformations and predict the development of hazardous geological processes within the Solotvyno salt dome structure and the adjacent territories (Transcarpathia, Ukraine). Solotvyno rock salt deposit is one of the largest in Ukraine. Geotechnical and hydro-geological problems at the deposit have started to accumulate since the mid-90s and have led to a dangerous environmental technogenic situation that was given the national emergency status in 2010. This multi-hazard geo-ecological situation is a result of overlapping both anthropogenic “post-mining” (karst, subsidence, sinkhole formation, ground surface collapses, mine flooding, slope mass movements) and natural (flooding, landslides, etc.) hazardous geological processes, in particular, the disturbance of land surface, which is the sign of the uncontrolled development of salt karst, flooding and could result in transboundary pollution of the Tysa River, etc.
To forecast the development of hazardous geological processes, monitoring was implemented by using innovative techniques for processing satellite radar data, such as “Persistent Scatterers (PS)”, “Small Baseline Subset (SBAS)”. Due to the use of long-time series of images obtained with a synthetic aperture radar (SAR), the errors of orbital data and the effects of atmospheric phenomena have been effectively suppressed. The results of processing are digital maps, with the accuracy of evaluating the average vertical displacement rate of the objects being 2–4 mm/year when using the “PS” technique and 6–15 mm/year if using the “SBAS”.
A highly accurate evaluation of the vertical displacements of objects and land surface has been carried out using interferometric processing of satellite radar monitoring data by means of new satellite constellations including Sentinel-1A and 1B (DInSAR analysis data for 2016–2020, SBAS approach, Copernicus EMSN-030, EMSN-064; PS+SBAS approach, Center of the Special Information Receiving and Processing and the Navigating Field Control, Ukraine). The research area was 33 sq. km. Information end products (raster and vector) have been created, which permitted the changes in spatial and temporal dimensions to be analyzed. The values and areas of concentrated land surface deformations have been determined within the zone of anthropogenic and natural karst development. The areas of land surface subsidence with the average rate of vertical displacements from -6 to -94 mm/year have been digitized using GIS tools.
The assessment of anthropogenic hazards for the Solotvyno salt dome structure and adjacent territories has been provided. It has been determined that mines No7, 8, and 9 pose an anthropogenic threat to the safety of Solotvyno community inhabitants.
The reconstruction of land surface vertical displacements in time has been carried out within the studies performed. In order to ensure life safety in Solotvyno, the results will be used in territory development and in setting up the system of monitoring. In view of the complicated geo-ecological situation, the development and functioning of a permanent geo-ecological monitoring system for the Solotvyno mining area and the adjacent territories is the top-priority objective.
The research has been carried out with the EU financial support: projects REVITAL 1 (HURSKOVA/1702/6.1/0072) and ImProDiReT (No. 783232).
How to cite: Pakshin, M., Shekhunova, S., Stadnichenko, S., and Liaska, I.: The satellite radar monitoring for anthropogenic and natural geological hazards mapping within the Solotvyno mining area (Transcarpathia, Ukraine), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8417, https://doi.org/10.5194/egusphere-egu21-8417, 2021.
Satellite images have been interpreted to establish the basic patterns of land surface deformations and predict the development of hazardous geological processes within the Solotvyno salt dome structure and the adjacent territories (Transcarpathia, Ukraine). Solotvyno rock salt deposit is one of the largest in Ukraine. Geotechnical and hydro-geological problems at the deposit have started to accumulate since the mid-90s and have led to a dangerous environmental technogenic situation that was given the national emergency status in 2010. This multi-hazard geo-ecological situation is a result of overlapping both anthropogenic “post-mining” (karst, subsidence, sinkhole formation, ground surface collapses, mine flooding, slope mass movements) and natural (flooding, landslides, etc.) hazardous geological processes, in particular, the disturbance of land surface, which is the sign of the uncontrolled development of salt karst, flooding and could result in transboundary pollution of the Tysa River, etc.
To forecast the development of hazardous geological processes, monitoring was implemented by using innovative techniques for processing satellite radar data, such as “Persistent Scatterers (PS)”, “Small Baseline Subset (SBAS)”. Due to the use of long-time series of images obtained with a synthetic aperture radar (SAR), the errors of orbital data and the effects of atmospheric phenomena have been effectively suppressed. The results of processing are digital maps, with the accuracy of evaluating the average vertical displacement rate of the objects being 2–4 mm/year when using the “PS” technique and 6–15 mm/year if using the “SBAS”.
A highly accurate evaluation of the vertical displacements of objects and land surface has been carried out using interferometric processing of satellite radar monitoring data by means of new satellite constellations including Sentinel-1A and 1B (DInSAR analysis data for 2016–2020, SBAS approach, Copernicus EMSN-030, EMSN-064; PS+SBAS approach, Center of the Special Information Receiving and Processing and the Navigating Field Control, Ukraine). The research area was 33 sq. km. Information end products (raster and vector) have been created, which permitted the changes in spatial and temporal dimensions to be analyzed. The values and areas of concentrated land surface deformations have been determined within the zone of anthropogenic and natural karst development. The areas of land surface subsidence with the average rate of vertical displacements from -6 to -94 mm/year have been digitized using GIS tools.
The assessment of anthropogenic hazards for the Solotvyno salt dome structure and adjacent territories has been provided. It has been determined that mines No7, 8, and 9 pose an anthropogenic threat to the safety of Solotvyno community inhabitants.
The reconstruction of land surface vertical displacements in time has been carried out within the studies performed. In order to ensure life safety in Solotvyno, the results will be used in territory development and in setting up the system of monitoring. In view of the complicated geo-ecological situation, the development and functioning of a permanent geo-ecological monitoring system for the Solotvyno mining area and the adjacent territories is the top-priority objective.
The research has been carried out with the EU financial support: projects REVITAL 1 (HURSKOVA/1702/6.1/0072) and ImProDiReT (No. 783232).
How to cite: Pakshin, M., Shekhunova, S., Stadnichenko, S., and Liaska, I.: The satellite radar monitoring for anthropogenic and natural geological hazards mapping within the Solotvyno mining area (Transcarpathia, Ukraine), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8417, https://doi.org/10.5194/egusphere-egu21-8417, 2021.
EGU21-10472 | vPICO presentations | NH6.2
Estimating surface displacement in the Hanshin area, Japan, by PS-InSAR analysis using satellite Sentinel-1 dataYutaro Shigemitsu, Kazuya Ishitsuka, and Weiren Lin
The 2018 northern Osaka earthquake with a magnitude 6.1 earthquake struck on June 18, 2018 in northern Osaka, causing enormous damage. SAR interferometry using satellite synthetic aperture radar (SAR) data can detect surface displacement distribution over a wide area and is effective for observing surface displacement during an earthquake. On the other hand, it is also important to observe the tendency of long-term surface displacement around active faults on a yearly basis in order to monitor the deformation at and around active faults. In this study, we used persistent scatter SAR interferometry (PS-InSAR) to clarify the recent surface displacement including before and after the 2018 northern Osaka earthquake near the Arima-Takatsuki Fault Zone and the Mt. Rokko active segment, near the epicenter of the earthquake. PS-InSAR analysis is a method that analyzes coherent pixels only, and can extract surface displacements with less noise than the conventional two-pass SAR interferometry. By using Sentinel-1 data, we expect to understand a long-term surface displacement and temporal changes in displacement pattern by comparing with the results using other satellites in previous studies. As a result of our analysis, we found that (i) ground subsidence occurred near the Mt. Rokko active segment, (ii) subsidence or eastward displacement occurred in the eastern part of the Takarazuka GNSS station, (iii) surface displacement in the wedge-shaped area located between the Arima-Takatsuki Fault Zone and the Mt. Rokko active segment is suggested to be caused by groundwater level changes, (iv) groundwater level changes may have caused surface displacement considered to be uplift in the wide area between the Ikoma Fault Zone and Uemachi Fault Zone, and (v) slip of the source fault may have caused surface displacement around the epicenter of the 2018 northern Osaka earthquake. Furthermore, we validated the estimated surface displacements by comparison with GNSS measurements and previous studies. These results suggest that surface displacement near the Arima-Takatsuki fault zone was caused by the 2018 northern Osaka earthquake. In order to reveal the mechanism of surface displacement in the vicinity of the fault, it is necessary to continue to monitor the surface displacement in this area using time-series SAR interferometry.
We acknowledge Sentinel-1 data provided from the European Space Agency (ESA) based on the open data policy.
How to cite: Shigemitsu, Y., Ishitsuka, K., and Lin, W.: Estimating surface displacement in the Hanshin area, Japan, by PS-InSAR analysis using satellite Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10472, https://doi.org/10.5194/egusphere-egu21-10472, 2021.
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The 2018 northern Osaka earthquake with a magnitude 6.1 earthquake struck on June 18, 2018 in northern Osaka, causing enormous damage. SAR interferometry using satellite synthetic aperture radar (SAR) data can detect surface displacement distribution over a wide area and is effective for observing surface displacement during an earthquake. On the other hand, it is also important to observe the tendency of long-term surface displacement around active faults on a yearly basis in order to monitor the deformation at and around active faults. In this study, we used persistent scatter SAR interferometry (PS-InSAR) to clarify the recent surface displacement including before and after the 2018 northern Osaka earthquake near the Arima-Takatsuki Fault Zone and the Mt. Rokko active segment, near the epicenter of the earthquake. PS-InSAR analysis is a method that analyzes coherent pixels only, and can extract surface displacements with less noise than the conventional two-pass SAR interferometry. By using Sentinel-1 data, we expect to understand a long-term surface displacement and temporal changes in displacement pattern by comparing with the results using other satellites in previous studies. As a result of our analysis, we found that (i) ground subsidence occurred near the Mt. Rokko active segment, (ii) subsidence or eastward displacement occurred in the eastern part of the Takarazuka GNSS station, (iii) surface displacement in the wedge-shaped area located between the Arima-Takatsuki Fault Zone and the Mt. Rokko active segment is suggested to be caused by groundwater level changes, (iv) groundwater level changes may have caused surface displacement considered to be uplift in the wide area between the Ikoma Fault Zone and Uemachi Fault Zone, and (v) slip of the source fault may have caused surface displacement around the epicenter of the 2018 northern Osaka earthquake. Furthermore, we validated the estimated surface displacements by comparison with GNSS measurements and previous studies. These results suggest that surface displacement near the Arima-Takatsuki fault zone was caused by the 2018 northern Osaka earthquake. In order to reveal the mechanism of surface displacement in the vicinity of the fault, it is necessary to continue to monitor the surface displacement in this area using time-series SAR interferometry.
We acknowledge Sentinel-1 data provided from the European Space Agency (ESA) based on the open data policy.
How to cite: Shigemitsu, Y., Ishitsuka, K., and Lin, W.: Estimating surface displacement in the Hanshin area, Japan, by PS-InSAR analysis using satellite Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10472, https://doi.org/10.5194/egusphere-egu21-10472, 2021.
EGU21-11343 | vPICO presentations | NH6.2 | Highlight
Investigation of Land Subsidence in Eastern Thrace (Turkey) using Multi Temporal InSARTohid Nozadkhalil, Semih Ergintav, Ziyadin Cakir, Ugur Dogan, and Thomas R. Walter
Westward migration of M>7 earthquakes along North Anatolian fault with the latest one, Izmit 1999 event, led focus of studies to the seismic gap in the main Marmara fault. For this purpose, the coastal ranges of the Marmara Sea, mainly Istanbul megacity, are renowned for earthquake and ground motion hazards, associated with faulting, landslides and sediment compaction processes. Ground motion associated with man-made activities, however, have been barely studied. The Thrace region of Turkey, some 50 km to the North of the Marmara Sea, expresses pronounced ground motions affecting large areas. We use the Persistent InSAR technique to monitor the Marmara region using Sentinel-1 satellites’ TOPSAR data between 2014 and 2020. Results for both ascending (T131 and T58) and descending (T36) tracks reveals 10 mm/yr rate of subsidence in the Thrace region of Turkey, affecting an area ~15400km² with dimensions of ~110 km by ~140 km. There are two plausible mechanisms for this deformation; (1) excessive pumping of groundwater for agricultural purposes, or (2) natural gas extraction activities taking place in the region. To better understand the observed deformation source, as a first step, we model potential gas extraction by volume change. No piezometric data are available for this region for the time being. Thick sediments including sandstone, reefal carbonates, amongst others, are aimed for gas exploration in the Thrace basin for more than half century. Depth of gas extraction wells and sediment thickness is compiled from previous studies to compare the subsided area with sediment and well depth variations.
We use the Poly3D boundary element method to model the surface. Poly3D uses planar triangular elements of constant model to model displacement’s source. Using triangular elements provides models with complex and smooth 3D surfaces avoiding overlaps or gaps, and hence allowing one to construct realistic models. Poly3dinv inverse model applies a fast non-negative/non-positive least squares solver to optimize the solution. We construct a surface enveloping tips of the wells and use it to produce deformation at surface due by allowing opening on it. Small residuals between the observation and model based on opening suggests that deformation is likely caused by natural gas extraction.
How to cite: Nozadkhalil, T., Ergintav, S., Cakir, Z., Dogan, U., and R. Walter, T.: Investigation of Land Subsidence in Eastern Thrace (Turkey) using Multi Temporal InSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11343, https://doi.org/10.5194/egusphere-egu21-11343, 2021.
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Westward migration of M>7 earthquakes along North Anatolian fault with the latest one, Izmit 1999 event, led focus of studies to the seismic gap in the main Marmara fault. For this purpose, the coastal ranges of the Marmara Sea, mainly Istanbul megacity, are renowned for earthquake and ground motion hazards, associated with faulting, landslides and sediment compaction processes. Ground motion associated with man-made activities, however, have been barely studied. The Thrace region of Turkey, some 50 km to the North of the Marmara Sea, expresses pronounced ground motions affecting large areas. We use the Persistent InSAR technique to monitor the Marmara region using Sentinel-1 satellites’ TOPSAR data between 2014 and 2020. Results for both ascending (T131 and T58) and descending (T36) tracks reveals 10 mm/yr rate of subsidence in the Thrace region of Turkey, affecting an area ~15400km² with dimensions of ~110 km by ~140 km. There are two plausible mechanisms for this deformation; (1) excessive pumping of groundwater for agricultural purposes, or (2) natural gas extraction activities taking place in the region. To better understand the observed deformation source, as a first step, we model potential gas extraction by volume change. No piezometric data are available for this region for the time being. Thick sediments including sandstone, reefal carbonates, amongst others, are aimed for gas exploration in the Thrace basin for more than half century. Depth of gas extraction wells and sediment thickness is compiled from previous studies to compare the subsided area with sediment and well depth variations.
We use the Poly3D boundary element method to model the surface. Poly3D uses planar triangular elements of constant model to model displacement’s source. Using triangular elements provides models with complex and smooth 3D surfaces avoiding overlaps or gaps, and hence allowing one to construct realistic models. Poly3dinv inverse model applies a fast non-negative/non-positive least squares solver to optimize the solution. We construct a surface enveloping tips of the wells and use it to produce deformation at surface due by allowing opening on it. Small residuals between the observation and model based on opening suggests that deformation is likely caused by natural gas extraction.
How to cite: Nozadkhalil, T., Ergintav, S., Cakir, Z., Dogan, U., and R. Walter, T.: Investigation of Land Subsidence in Eastern Thrace (Turkey) using Multi Temporal InSAR, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11343, https://doi.org/10.5194/egusphere-egu21-11343, 2021.
EGU21-11416 | vPICO presentations | NH6.2
Towards synergy of GNSS and InSAR mining deformation monitoring with Sentinel-1 dataDamian Tondaś, Maya Ilieva, Witold Rohm, and Jan Kapłon
The determination of ground deformation may be carried out by applying various measurement methods such as levelling, laser scanning, satellite navigation systems, Synthetic Aperture Radar (SAR) and many others. In this work, we focus on the comparison of the deformation effects measured by Global Navigation Satellite Systems (GNSS) and satellite Interferometric SAR (InSAR) methods in the Upper-Silesian coal mining region (SW Poland).
An unquestionable advantage of GNSS technology is the possibility of continuous monitoring of deformations in three-dimensional space. Moreover, the evolution of real-time (RT) techniques such as: near real-time (NRT), ultra-fast NRT or RT allows to obtain a high precise position determination with a relatively slight latency (ranging from a few seconds to less than one hour). The limitation of the satellite navigation technology is the spatial range of the measurements. The deformation can only be observed at the point where the GNSS antenna is located. Furthermore, the acquisition, installation and maintenance of the equipment may also involve high costs.
In contrast to the GNSS technique, the InSAR methods enable measurement of the large-scale subsidence areas with possibility to use free products and software (e.g. Sentinel-1 and SNAP). The large-scale InSAR investigations provide a better overview of local terrain changes. Unfortunately, InSAR methods also have some limitations related to data acquisition technology:
- a few days latency in acquiring a new image,
- insensitivity to changes in the northern component,
- acquiring deformation only in the LOS direction.
The main goal of this research is to analyse the deformation results obtained using GNSS and InSAR methods with respect to the capabilities and limitations of these two techniques. We investigated the level of agreement of eight GNSS and InSAR time series in areas with no subsidence, together with results acquired on seven regions of mining deformation where the maximum subsidence velocity exceeds 50 cm/year. The mean RMS time series fitting error obtained in subsidence basin is more than 5 cm and in non-deformed areas is equal to 2 cm. The study also investigated the effect of coherence threshold levels (0.3 ÷ 0.6) with introduction of the northern GNSS component on the InSAR decomposition process. Assuming the same GNSS deformation value in each directions (north, east, and up), the impact of the northern component was estimated as 10% of the total LOS subsidence.
How to cite: Tondaś, D., Ilieva, M., Rohm, W., and Kapłon, J.: Towards synergy of GNSS and InSAR mining deformation monitoring with Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11416, https://doi.org/10.5194/egusphere-egu21-11416, 2021.
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The determination of ground deformation may be carried out by applying various measurement methods such as levelling, laser scanning, satellite navigation systems, Synthetic Aperture Radar (SAR) and many others. In this work, we focus on the comparison of the deformation effects measured by Global Navigation Satellite Systems (GNSS) and satellite Interferometric SAR (InSAR) methods in the Upper-Silesian coal mining region (SW Poland).
An unquestionable advantage of GNSS technology is the possibility of continuous monitoring of deformations in three-dimensional space. Moreover, the evolution of real-time (RT) techniques such as: near real-time (NRT), ultra-fast NRT or RT allows to obtain a high precise position determination with a relatively slight latency (ranging from a few seconds to less than one hour). The limitation of the satellite navigation technology is the spatial range of the measurements. The deformation can only be observed at the point where the GNSS antenna is located. Furthermore, the acquisition, installation and maintenance of the equipment may also involve high costs.
In contrast to the GNSS technique, the InSAR methods enable measurement of the large-scale subsidence areas with possibility to use free products and software (e.g. Sentinel-1 and SNAP). The large-scale InSAR investigations provide a better overview of local terrain changes. Unfortunately, InSAR methods also have some limitations related to data acquisition technology:
- a few days latency in acquiring a new image,
- insensitivity to changes in the northern component,
- acquiring deformation only in the LOS direction.
The main goal of this research is to analyse the deformation results obtained using GNSS and InSAR methods with respect to the capabilities and limitations of these two techniques. We investigated the level of agreement of eight GNSS and InSAR time series in areas with no subsidence, together with results acquired on seven regions of mining deformation where the maximum subsidence velocity exceeds 50 cm/year. The mean RMS time series fitting error obtained in subsidence basin is more than 5 cm and in non-deformed areas is equal to 2 cm. The study also investigated the effect of coherence threshold levels (0.3 ÷ 0.6) with introduction of the northern GNSS component on the InSAR decomposition process. Assuming the same GNSS deformation value in each directions (north, east, and up), the impact of the northern component was estimated as 10% of the total LOS subsidence.
How to cite: Tondaś, D., Ilieva, M., Rohm, W., and Kapłon, J.: Towards synergy of GNSS and InSAR mining deformation monitoring with Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11416, https://doi.org/10.5194/egusphere-egu21-11416, 2021.
EGU21-11945 | vPICO presentations | NH6.2
Space-borne terrain deformation monitoring for large infrastructure projectsRegula Frauenfelder, Malte Vöge, Sean E. Salazar, and Carsten Hauser
Ground settlement and associated deformation of existing infrastructure is a major risk in urban development projects. Project owners have a responsibility to document and manage settlement records before, during and after construction works. Traditionally, land surveying (e.g. leveling and total station) techniques have been the state-of-practice to provide settlement monitoring data. However, in big infrastructure projects, conventional geodetic data acquisition is a major cost driver. Modern space-borne radar interferometry (InSAR) provides the opportunity to drastically increase the number of monitored locations, while at the same time reducing expenses for traditional geodetic survey work. Furthermore, the method allows for highly effective monitoring during all phases of a project.
The application of InSAR technology is demonstrated for three large development projects near Oslo, the capital of Norway. Showcase examples include a new highway development project and two railway line upgrade projects. In two of the cases, InSAR monitoring was performed by exploiting very high resolution TerraSAR-X data (ca. 1.5 x 1.5 m spatial ground resolution), and in one case, using high resolution Radarsat-2 data (ca. 7 x 7 m spatial ground resolution). A combined area of 127 km2 was monitored for all three projects, yielding a total of roughly 800,000 measurement points on the ground. Achieved measurement point density based on the TerraSAR-X data was around 37,000 points per km2, while density based on the Radarsat-2 data resulted in approximately 6,000 points per km2 in built-up areas. Both data resolutions offer millimetric deformation precision, with surfaces of buildings and infrastructure providing the best signal reflection and phase coherence, resulting in high-quality results. In all cases, the interferometric time series analyses were communicated to the end users through a web-based map portal, enabling simple visual interpretation of the results, as well as integration with the settlement records of the project.
How to cite: Frauenfelder, R., Vöge, M., Salazar, S. E., and Hauser, C.: Space-borne terrain deformation monitoring for large infrastructure projects, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11945, https://doi.org/10.5194/egusphere-egu21-11945, 2021.
Ground settlement and associated deformation of existing infrastructure is a major risk in urban development projects. Project owners have a responsibility to document and manage settlement records before, during and after construction works. Traditionally, land surveying (e.g. leveling and total station) techniques have been the state-of-practice to provide settlement monitoring data. However, in big infrastructure projects, conventional geodetic data acquisition is a major cost driver. Modern space-borne radar interferometry (InSAR) provides the opportunity to drastically increase the number of monitored locations, while at the same time reducing expenses for traditional geodetic survey work. Furthermore, the method allows for highly effective monitoring during all phases of a project.
The application of InSAR technology is demonstrated for three large development projects near Oslo, the capital of Norway. Showcase examples include a new highway development project and two railway line upgrade projects. In two of the cases, InSAR monitoring was performed by exploiting very high resolution TerraSAR-X data (ca. 1.5 x 1.5 m spatial ground resolution), and in one case, using high resolution Radarsat-2 data (ca. 7 x 7 m spatial ground resolution). A combined area of 127 km2 was monitored for all three projects, yielding a total of roughly 800,000 measurement points on the ground. Achieved measurement point density based on the TerraSAR-X data was around 37,000 points per km2, while density based on the Radarsat-2 data resulted in approximately 6,000 points per km2 in built-up areas. Both data resolutions offer millimetric deformation precision, with surfaces of buildings and infrastructure providing the best signal reflection and phase coherence, resulting in high-quality results. In all cases, the interferometric time series analyses were communicated to the end users through a web-based map portal, enabling simple visual interpretation of the results, as well as integration with the settlement records of the project.
How to cite: Frauenfelder, R., Vöge, M., Salazar, S. E., and Hauser, C.: Space-borne terrain deformation monitoring for large infrastructure projects, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11945, https://doi.org/10.5194/egusphere-egu21-11945, 2021.
EGU21-12150 | vPICO presentations | NH6.2
Satellite Radar Interferometry on corner reflectors in the area of mining region in PolandNatalia Wielgocka, Kamila Pawluszek-Filipiak, Damian Tondaś, and Andrzej Borkowski
The EPOS-PL project is the Polish realization of the European Plate Observing System (EPOS) initiative, which aims at the integration of existing and newly created research infrastructures to facilitate the use of multidisciplinary data and products in the field of Earth sciences in Europe. Within the EPOS, one of the tasks aims at SAR data utilization for deformation monitoring in the area of Rydułtowy mine. The Rydułtowy mine is the oldest active mining in the Upper Silesia Coal Basin in Poland. In the area of this mine, five Corner Reflectors (CRs) have been deployed in the framework of the EPOS- PL. Additionally, in the area of interest one high-frequency GNSS receiver working permanently has been placed. This GNSS permanent station (RES100POL) enables estimating of deformation time-series based on multi-GNSS observation in post-processing.
In this study, we use Sentinel-1A/B TOPSAR images acquired between 25 June 2018 and 14 July 2019 in one ascending and two descending geometries with revisiting time of 6-days. Additionally, we use ground truths of two leveling and GNSS measurement campaigns carried out to precisely estimate deformations on five CRs (2nd-4th of July 2018 and 28th-30th of June 2019). GNSS static measurements were carried out via three independent measurement sessions. Coordinates of the station RES100POL and static GNSS and leveling measurements ware were used for validation of SAR measurements.
SAR data has been processed by means of classical consecutive Differential Interferometry (DInSAR) as well as Persistent Scattering (PSInSAR) approach. During SAR data processing, snow coverage accumulated on the CRs caused that some Sentinel-1 images from the winter season have been removed from DInSAR as well as PSInSAR processing. Results from ascending and descending orbits allow the estimation of vertical as well as east-west deformation components. Root Mean Square Error (RMSE) between CRs measured by conventional geodetic techniques and DInSAR was estimated as 31mm and 38mm for east-west and vertical deformation components, respectively. RMSE measured between PSInSAR and GNSS was estimated as 5mm and 7mm for east-west and vertical components, respectively. RMSE of 15mm and 3mm was estimated for DInSAR with respect to GNSS from RES100POL station for east-west and vertical components, respectively. Subsequently, RMSE of 4mm and 5mm was estimated as deformation time variations between PSInSAR and GNSS from RES1 station for east-west and vertical components, respectively. These measures indicate clearly the advantage of the PSInSAR method. However, the PSInSAR approach was able to estimate deformations only for three CRs due to the fast and non-linear deformation pattern observed on other two CRs.
How to cite: Wielgocka, N., Pawluszek-Filipiak, K., Tondaś, D., and Borkowski, A.: Satellite Radar Interferometry on corner reflectors in the area of mining region in Poland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12150, https://doi.org/10.5194/egusphere-egu21-12150, 2021.
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The EPOS-PL project is the Polish realization of the European Plate Observing System (EPOS) initiative, which aims at the integration of existing and newly created research infrastructures to facilitate the use of multidisciplinary data and products in the field of Earth sciences in Europe. Within the EPOS, one of the tasks aims at SAR data utilization for deformation monitoring in the area of Rydułtowy mine. The Rydułtowy mine is the oldest active mining in the Upper Silesia Coal Basin in Poland. In the area of this mine, five Corner Reflectors (CRs) have been deployed in the framework of the EPOS- PL. Additionally, in the area of interest one high-frequency GNSS receiver working permanently has been placed. This GNSS permanent station (RES100POL) enables estimating of deformation time-series based on multi-GNSS observation in post-processing.
In this study, we use Sentinel-1A/B TOPSAR images acquired between 25 June 2018 and 14 July 2019 in one ascending and two descending geometries with revisiting time of 6-days. Additionally, we use ground truths of two leveling and GNSS measurement campaigns carried out to precisely estimate deformations on five CRs (2nd-4th of July 2018 and 28th-30th of June 2019). GNSS static measurements were carried out via three independent measurement sessions. Coordinates of the station RES100POL and static GNSS and leveling measurements ware were used for validation of SAR measurements.
SAR data has been processed by means of classical consecutive Differential Interferometry (DInSAR) as well as Persistent Scattering (PSInSAR) approach. During SAR data processing, snow coverage accumulated on the CRs caused that some Sentinel-1 images from the winter season have been removed from DInSAR as well as PSInSAR processing. Results from ascending and descending orbits allow the estimation of vertical as well as east-west deformation components. Root Mean Square Error (RMSE) between CRs measured by conventional geodetic techniques and DInSAR was estimated as 31mm and 38mm for east-west and vertical deformation components, respectively. RMSE measured between PSInSAR and GNSS was estimated as 5mm and 7mm for east-west and vertical components, respectively. RMSE of 15mm and 3mm was estimated for DInSAR with respect to GNSS from RES100POL station for east-west and vertical components, respectively. Subsequently, RMSE of 4mm and 5mm was estimated as deformation time variations between PSInSAR and GNSS from RES1 station for east-west and vertical components, respectively. These measures indicate clearly the advantage of the PSInSAR method. However, the PSInSAR approach was able to estimate deformations only for three CRs due to the fast and non-linear deformation pattern observed on other two CRs.
How to cite: Wielgocka, N., Pawluszek-Filipiak, K., Tondaś, D., and Borkowski, A.: Satellite Radar Interferometry on corner reflectors in the area of mining region in Poland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12150, https://doi.org/10.5194/egusphere-egu21-12150, 2021.
EGU21-12199 | vPICO presentations | NH6.2
Investigation of Land Subsidence Phenomena in the wider Tirana (Albania) Region by applying Persistent Scatterer Interferometry TechniquesDoris Skenderas, Constantinos Loupasakis, Ioannis Papoutsis, Stavroula Alatza, and Charalampos (Haris) Kontoes
The occurrence of land subsidence phenomenon has been investigated for the wider area of the city of Tirana, Albania. A set of Ninety-four SAR images acquired between January 2015 and 23 of November 2019 by the European Space Agency (ESA) Sentinel1, have been processed by applying the Persistent Scatterer Interferometry (PSI).
Interpretation of PSI analysis output results, revealed subsidence deformations at the northwest and near the center of Tirana, mainly due to natural land compaction. The deformation rates reach up to 9.6 mm/yr.
The most intensive phenomena have been identified at the Laknas and Breg Shkoze- Rinas regions. In particular at the ``Mother Tereza`` National Airport of Tirana, located at the Rinas area, land subsidence ranges between 2.3mm/yr and 4.5mm/yr. Whereas in Tirana e Re, close to the city center, less intensive subsiding movements have been identified, ranging from 1.5 to a maximum of 5.2 mm/yr.
By evaluating geological, geotechnical, and hydrological data it was determined that except for Laknas, in all other areas, land subsidence is caused by natural compression of alluvial deposits of the Ishmi River. At the Laknas zone, besides natural compression, water withdrawal due to over pumping of ground water can be identified as well. This was proved by the piezometric surface monitoring data referring to the period 2015-2019.
Besides the interesting findings about the deformation pattern at the wider area of Tirana, the current study highlights the potential of PSI as a suitable, accurate, and cost-efficient technique for the study of land subsidence phenomena.
How to cite: Skenderas, D., Loupasakis, C., Papoutsis, I., Alatza, S., and Kontoes, C. (.: Investigation of Land Subsidence Phenomena in the wider Tirana (Albania) Region by applying Persistent Scatterer Interferometry Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12199, https://doi.org/10.5194/egusphere-egu21-12199, 2021.
The occurrence of land subsidence phenomenon has been investigated for the wider area of the city of Tirana, Albania. A set of Ninety-four SAR images acquired between January 2015 and 23 of November 2019 by the European Space Agency (ESA) Sentinel1, have been processed by applying the Persistent Scatterer Interferometry (PSI).
Interpretation of PSI analysis output results, revealed subsidence deformations at the northwest and near the center of Tirana, mainly due to natural land compaction. The deformation rates reach up to 9.6 mm/yr.
The most intensive phenomena have been identified at the Laknas and Breg Shkoze- Rinas regions. In particular at the ``Mother Tereza`` National Airport of Tirana, located at the Rinas area, land subsidence ranges between 2.3mm/yr and 4.5mm/yr. Whereas in Tirana e Re, close to the city center, less intensive subsiding movements have been identified, ranging from 1.5 to a maximum of 5.2 mm/yr.
By evaluating geological, geotechnical, and hydrological data it was determined that except for Laknas, in all other areas, land subsidence is caused by natural compression of alluvial deposits of the Ishmi River. At the Laknas zone, besides natural compression, water withdrawal due to over pumping of ground water can be identified as well. This was proved by the piezometric surface monitoring data referring to the period 2015-2019.
Besides the interesting findings about the deformation pattern at the wider area of Tirana, the current study highlights the potential of PSI as a suitable, accurate, and cost-efficient technique for the study of land subsidence phenomena.
How to cite: Skenderas, D., Loupasakis, C., Papoutsis, I., Alatza, S., and Kontoes, C. (.: Investigation of Land Subsidence Phenomena in the wider Tirana (Albania) Region by applying Persistent Scatterer Interferometry Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12199, https://doi.org/10.5194/egusphere-egu21-12199, 2021.
EGU21-12371 | vPICO presentations | NH6.2
Man-made disaster on urban area: subsidence and underground salt dissolution in Maceio (Brazil) revealed by remote sensing and numerical modellingMagdalena Vassileva, Djamil Al-Halbouni, Mahdi Motagh, Thomas R. Walter, Torsten Dahm, and Hans-Ulrich Wetzel
Land subsidence hazard affects many highly populated urban areas of the world as a consequence of natural and/or anthropogenic derived geomechanical rock alterations. Here we exploit the full archive of Synthetic Aperture Radar (SAR data) and present a 16-years history (2004-2020) of surface displacement affecting the federal capital of Maceió (Alagoas, Brazil), where sinkhole formation and fractures on infrastructures have been intensified since early 2018, forcing authorities to relocate the affected residence and pose the building under demolition. The geodetic result shows that precursory deformations were already visible in early 2000’s, reaching in November 2020 a maximum cumulative subsidence of approximately 2 m near the Mundaú lagoon coast. The maximum rate of subsidence is estimated at 27 cm/year. Numerical elastic source modelling proves that the subsidence is associated with localized, deep seated material removal at the location and depth where salt mining is performed. More sophisticated 2D distinct element method highlights the formation of cracks in sedimentary layers that eventually enables strong water percolation from rather superficial aquifers into the deeper underground, with potential increase of material dissolution and erosion. We discuss the accelerating subsidence rates, the influence of severe precipitation events to the aforementioned geological instability and the related dynamic evolution of the subsidence hazard by generating dynamic geohazard maps valuable for further infrastructure risk assessment.
How to cite: Vassileva, M., Al-Halbouni, D., Motagh, M., R. Walter, T., Dahm, T., and Wetzel, H.-U.: Man-made disaster on urban area: subsidence and underground salt dissolution in Maceio (Brazil) revealed by remote sensing and numerical modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12371, https://doi.org/10.5194/egusphere-egu21-12371, 2021.
Land subsidence hazard affects many highly populated urban areas of the world as a consequence of natural and/or anthropogenic derived geomechanical rock alterations. Here we exploit the full archive of Synthetic Aperture Radar (SAR data) and present a 16-years history (2004-2020) of surface displacement affecting the federal capital of Maceió (Alagoas, Brazil), where sinkhole formation and fractures on infrastructures have been intensified since early 2018, forcing authorities to relocate the affected residence and pose the building under demolition. The geodetic result shows that precursory deformations were already visible in early 2000’s, reaching in November 2020 a maximum cumulative subsidence of approximately 2 m near the Mundaú lagoon coast. The maximum rate of subsidence is estimated at 27 cm/year. Numerical elastic source modelling proves that the subsidence is associated with localized, deep seated material removal at the location and depth where salt mining is performed. More sophisticated 2D distinct element method highlights the formation of cracks in sedimentary layers that eventually enables strong water percolation from rather superficial aquifers into the deeper underground, with potential increase of material dissolution and erosion. We discuss the accelerating subsidence rates, the influence of severe precipitation events to the aforementioned geological instability and the related dynamic evolution of the subsidence hazard by generating dynamic geohazard maps valuable for further infrastructure risk assessment.
How to cite: Vassileva, M., Al-Halbouni, D., Motagh, M., R. Walter, T., Dahm, T., and Wetzel, H.-U.: Man-made disaster on urban area: subsidence and underground salt dissolution in Maceio (Brazil) revealed by remote sensing and numerical modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12371, https://doi.org/10.5194/egusphere-egu21-12371, 2021.
EGU21-13454 | vPICO presentations | NH6.2
Detecting ground motion in Schleswig-Holstein from radar satellite dataDieter Hoogestraat, Henriette Sudhaus, and Andreas Omlin
The near-surface geology of northern Germany is characterized by glacial deposits, deformed by rising Permian and Upper Triassic salt structures. Ground motions potentially associated with salt tectonic processes are very slow and are superimposed by signals of e.g. hydrological and anthropogenic sources. To measure them requires the detection of motion rates in the range of a few millimeters per year with sufficient spatial coverage. For large areas little is known about the rates and the characteristics of ground motions, even though they directly affect anthropogenic infrastructure and could have an impact on the future use of the underground for storage purposes or the exploitation of geothermal energy.
To measure ground motion, we use radar interferometric time series data provided by the German Aerospace Center and the Federal Institute for Geosciences and Natural Resources' Ground motion service. These data are based on Synthetic Aperture Radar images acquired by ESA's ERS and Sentinel satellites. Time-series analyses are possible for temporally stable backscattering objects (persistent scatterers) on the ground. Generally, this results in spatially dense observations over built-up areas and sparse observations over rural areas.
We use a set of geostatistical methods to analyze these time series data. We see signals of large-scale surface-deforming processes such as the subsidence of the marshes and small-scale signals like the swelling of Permian anhydrite at the Segeberger "Kalkberg". And we can observe subsidence processes over the historic town of Lübeck.
Our work extends the area of application of the PS-InSAR technique from areas with high motion rates to regions with particulary low motion rates. We discuss methods that can be used to link ERS data to the Sentinel-1 data, in particular, to separate long-term motion processes from short-term effects. We are working on techniques that shall help to decompose different signal sources. Finally, we aim to prepare a set of tools, that can be used by the community.
How to cite: Hoogestraat, D., Sudhaus, H., and Omlin, A.: Detecting ground motion in Schleswig-Holstein from radar satellite data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13454, https://doi.org/10.5194/egusphere-egu21-13454, 2021.
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The near-surface geology of northern Germany is characterized by glacial deposits, deformed by rising Permian and Upper Triassic salt structures. Ground motions potentially associated with salt tectonic processes are very slow and are superimposed by signals of e.g. hydrological and anthropogenic sources. To measure them requires the detection of motion rates in the range of a few millimeters per year with sufficient spatial coverage. For large areas little is known about the rates and the characteristics of ground motions, even though they directly affect anthropogenic infrastructure and could have an impact on the future use of the underground for storage purposes or the exploitation of geothermal energy.
To measure ground motion, we use radar interferometric time series data provided by the German Aerospace Center and the Federal Institute for Geosciences and Natural Resources' Ground motion service. These data are based on Synthetic Aperture Radar images acquired by ESA's ERS and Sentinel satellites. Time-series analyses are possible for temporally stable backscattering objects (persistent scatterers) on the ground. Generally, this results in spatially dense observations over built-up areas and sparse observations over rural areas.
We use a set of geostatistical methods to analyze these time series data. We see signals of large-scale surface-deforming processes such as the subsidence of the marshes and small-scale signals like the swelling of Permian anhydrite at the Segeberger "Kalkberg". And we can observe subsidence processes over the historic town of Lübeck.
Our work extends the area of application of the PS-InSAR technique from areas with high motion rates to regions with particulary low motion rates. We discuss methods that can be used to link ERS data to the Sentinel-1 data, in particular, to separate long-term motion processes from short-term effects. We are working on techniques that shall help to decompose different signal sources. Finally, we aim to prepare a set of tools, that can be used by the community.
How to cite: Hoogestraat, D., Sudhaus, H., and Omlin, A.: Detecting ground motion in Schleswig-Holstein from radar satellite data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13454, https://doi.org/10.5194/egusphere-egu21-13454, 2021.
EGU21-14308 | vPICO presentations | NH6.2
Monitoring stability of embankment dams in response to 2019 Iran Flood eventMahmud Haghshenas Haghighi and Mahdi Motagh
In April 2019, large parts of Khuzestan province in Iran were affected by intense record rainfall in the Zagros mountains. Persian Gulf catchment received approximately 30% of its long-term average rainfall over the course of a few days. Karkheh and Dez, two of the major rivers in this catchment, overflowed their banks. As several dams, including Karkheh, with the country's largest capacity, reached their limits, the water had to be released from the reservoirs, which resulted in flooding downstream of the dams. Several cities and more than 200 villages were flooded, and many people had to be evacuated. Many of the dams affected by the 2019 flood were embankment dams, previously reported to exhibit post-construction settlements, at places reaching 13 cm/yr. Therefore, during and after the flood, significant concerns were raised about their health and stability.
In this study, we use Sentinel-1 InSAR to monitor embankment dams' response in Khuzestan to the 2019 flood event. We process the full archive of Sentinel-1 using the Small Baseline Subset approach and estimate the time series of displacement for three different embankment dams in Khuzestan province. The first two studied dams are Karkheh and Gotvand, which have the country's largest capacities and became operational in 2001 and 2012, respectively. The third studied dam is the Masjed-Soleyman dam, previously reported to sustain a high displacement rate since its operation in 2002.
The Sentinel-1 InSAR displacement results indicate that all observed dams exhibit long-term post-construction settlement before the flood, with rates varies from approximately 1 cm/yr for the Karkheh dam to 5 cm/yr for Gotvand dam and 8 cm/yr for Masjed-Soleyman dam. The time series of displacement for Karkheh and Gotvand dams show gentle changes of displacement in response to the increase in water level following the flood. However, for the Masjed-Soleyman dam, the movement accelerates sharply after the flood with more than 2 cm of displacement on the crest in only two months. For the Masjed-Soleyman dam experiencing the most severe effect of the flood, we also analyzed high-resolution data from TerraSAR-X and COSMO-SkyMed. The results provide a detailed picture of the displacement pattern over the crest and the dam's body before and after the flood.
How to cite: Haghshenas Haghighi, M. and Motagh, M.: Monitoring stability of embankment dams in response to 2019 Iran Flood event, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14308, https://doi.org/10.5194/egusphere-egu21-14308, 2021.
In April 2019, large parts of Khuzestan province in Iran were affected by intense record rainfall in the Zagros mountains. Persian Gulf catchment received approximately 30% of its long-term average rainfall over the course of a few days. Karkheh and Dez, two of the major rivers in this catchment, overflowed their banks. As several dams, including Karkheh, with the country's largest capacity, reached their limits, the water had to be released from the reservoirs, which resulted in flooding downstream of the dams. Several cities and more than 200 villages were flooded, and many people had to be evacuated. Many of the dams affected by the 2019 flood were embankment dams, previously reported to exhibit post-construction settlements, at places reaching 13 cm/yr. Therefore, during and after the flood, significant concerns were raised about their health and stability.
In this study, we use Sentinel-1 InSAR to monitor embankment dams' response in Khuzestan to the 2019 flood event. We process the full archive of Sentinel-1 using the Small Baseline Subset approach and estimate the time series of displacement for three different embankment dams in Khuzestan province. The first two studied dams are Karkheh and Gotvand, which have the country's largest capacities and became operational in 2001 and 2012, respectively. The third studied dam is the Masjed-Soleyman dam, previously reported to sustain a high displacement rate since its operation in 2002.
The Sentinel-1 InSAR displacement results indicate that all observed dams exhibit long-term post-construction settlement before the flood, with rates varies from approximately 1 cm/yr for the Karkheh dam to 5 cm/yr for Gotvand dam and 8 cm/yr for Masjed-Soleyman dam. The time series of displacement for Karkheh and Gotvand dams show gentle changes of displacement in response to the increase in water level following the flood. However, for the Masjed-Soleyman dam, the movement accelerates sharply after the flood with more than 2 cm of displacement on the crest in only two months. For the Masjed-Soleyman dam experiencing the most severe effect of the flood, we also analyzed high-resolution data from TerraSAR-X and COSMO-SkyMed. The results provide a detailed picture of the displacement pattern over the crest and the dam's body before and after the flood.
How to cite: Haghshenas Haghighi, M. and Motagh, M.: Monitoring stability of embankment dams in response to 2019 Iran Flood event, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14308, https://doi.org/10.5194/egusphere-egu21-14308, 2021.
EGU21-15169 | vPICO presentations | NH6.2
Analysis of subsidence in the metropolitan area of Naples based on SAR dataSerena Rigamonti, Fernando Bellotti, Giuseppe Dattola, Paolo Frattini, Paolo Maria Guarino, and Giovanni Battista Crosta
We present an analysis of subsidence phenomena and mechanisms affecting urban areas developed on soft volcanic rock where sinkholes frequently occur. The study focuses on the metropolitan area of Naples (Southern Italy), an important example of an urbanized area affected by instability issues. The sub-surface of Naples is characterised by tunnels and cavities excavated in Neapolitan Yellow Tuff (NYT) through history for aqueducts and sewer systems, as places of worship or to extract building materials. The study was carried out in the UNESCO area (about 31 km2) considering ground surface measurements acquired by C-band radar sensors on board the ESA platforms ERS-1/2 and ENVISAT, as well as the X-band sensors of the COSMO-SkyMed (CSK) constellation and the TerraSAR-X/Tandem-X (TSX) satellites (processed by TRE Altamira). SAR data show different wavelengths, spatial/temporal resolution, revisit time and monitored period. ERS-1/2 and ENVISAT are both characterized by revisit time of 35 days and spatial resolution of 5x20m, while second-generation X-band sensors determine an extremely high resolution and PS (Persistent Scatterer) density distribution (TSX PS density is 26769 PS/km2). Data from CSK and TSX show spatial resolution of few km2 and reduced revisit time (8 days for CSK and 11 days for TSX). SAR data are capable of detecting ground subsidence or uplift deformations on urban areas. The available cavities and sinkholes (Guarino et al., 2018) inventories were considered as well as available thematic maps (piezometric level, NYT roof depth, water supply, sewerage, waterwork and historical buildings). The cavity dataset, counting 888 polygons, was related to the PS mean velocities to detect possible correlations between them. Finite Element Analysis (FEA) for three-dimensional modelling were performed using MIDAS GTS NX code to simulate failure mechanisms of real cavities. Numerical results highlight that the cavity planimetry and its height, the overburden thickness and the mechanical properties of the tuff material are the most influencing parameters. Saturation effect and tuff degradation were evaluated computing the safety factor by means of the strength reduction method. The role played by pillars in complex cavities in terms of stress distribution and stability conditions was investigated. Numerical results and InSAR measurements of subsiding areas are in agreement, although some differences due to local effects are encountered, variation in properties and the assumptions of a constant length of the cavities. Finally, an example of a structural collapse occurred on 8th January 2021 affecting the Ospedale del Mare parking lot, in the Ponticelli district, was examined. Ground displacement pattern and time series comprised between January 2016 and December 2019 obtained with the TSX data display downward trends, clearly showing that the area experienced “subsidence” over at least the past two years. This study demonstrates the usefulness of numerical analysis combined with InSAR measurement technology to assess cavity stability conditions and the study of subsidence phenomena in urban areas.
Guarino, P. M., Santo, A., Forte, G., De Falco, M., Niceforo, D. M. A. (2018). Analysis of a database for anthropogenic sinkhole triggering and zonation in the Naples hinterland (Southern Italy). Natural Hazards, 91(1), 173-192.
How to cite: Rigamonti, S., Bellotti, F., Dattola, G., Frattini, P., Guarino, P. M., and Crosta, G. B.: Analysis of subsidence in the metropolitan area of Naples based on SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15169, https://doi.org/10.5194/egusphere-egu21-15169, 2021.
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We present an analysis of subsidence phenomena and mechanisms affecting urban areas developed on soft volcanic rock where sinkholes frequently occur. The study focuses on the metropolitan area of Naples (Southern Italy), an important example of an urbanized area affected by instability issues. The sub-surface of Naples is characterised by tunnels and cavities excavated in Neapolitan Yellow Tuff (NYT) through history for aqueducts and sewer systems, as places of worship or to extract building materials. The study was carried out in the UNESCO area (about 31 km2) considering ground surface measurements acquired by C-band radar sensors on board the ESA platforms ERS-1/2 and ENVISAT, as well as the X-band sensors of the COSMO-SkyMed (CSK) constellation and the TerraSAR-X/Tandem-X (TSX) satellites (processed by TRE Altamira). SAR data show different wavelengths, spatial/temporal resolution, revisit time and monitored period. ERS-1/2 and ENVISAT are both characterized by revisit time of 35 days and spatial resolution of 5x20m, while second-generation X-band sensors determine an extremely high resolution and PS (Persistent Scatterer) density distribution (TSX PS density is 26769 PS/km2). Data from CSK and TSX show spatial resolution of few km2 and reduced revisit time (8 days for CSK and 11 days for TSX). SAR data are capable of detecting ground subsidence or uplift deformations on urban areas. The available cavities and sinkholes (Guarino et al., 2018) inventories were considered as well as available thematic maps (piezometric level, NYT roof depth, water supply, sewerage, waterwork and historical buildings). The cavity dataset, counting 888 polygons, was related to the PS mean velocities to detect possible correlations between them. Finite Element Analysis (FEA) for three-dimensional modelling were performed using MIDAS GTS NX code to simulate failure mechanisms of real cavities. Numerical results highlight that the cavity planimetry and its height, the overburden thickness and the mechanical properties of the tuff material are the most influencing parameters. Saturation effect and tuff degradation were evaluated computing the safety factor by means of the strength reduction method. The role played by pillars in complex cavities in terms of stress distribution and stability conditions was investigated. Numerical results and InSAR measurements of subsiding areas are in agreement, although some differences due to local effects are encountered, variation in properties and the assumptions of a constant length of the cavities. Finally, an example of a structural collapse occurred on 8th January 2021 affecting the Ospedale del Mare parking lot, in the Ponticelli district, was examined. Ground displacement pattern and time series comprised between January 2016 and December 2019 obtained with the TSX data display downward trends, clearly showing that the area experienced “subsidence” over at least the past two years. This study demonstrates the usefulness of numerical analysis combined with InSAR measurement technology to assess cavity stability conditions and the study of subsidence phenomena in urban areas.
Guarino, P. M., Santo, A., Forte, G., De Falco, M., Niceforo, D. M. A. (2018). Analysis of a database for anthropogenic sinkhole triggering and zonation in the Naples hinterland (Southern Italy). Natural Hazards, 91(1), 173-192.
How to cite: Rigamonti, S., Bellotti, F., Dattola, G., Frattini, P., Guarino, P. M., and Crosta, G. B.: Analysis of subsidence in the metropolitan area of Naples based on SAR data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15169, https://doi.org/10.5194/egusphere-egu21-15169, 2021.
EGU21-15567 | vPICO presentations | NH6.2
Monitoring critical infrastructure and anthropogenic hazards in Malaga province (southern Spain) using SAR remote sensingAntonio Miguel Ruiz-Armenteros, Ana Ruiz-Constán, Milan Lazecky, Matúš Bakoň, José Manuel Delgado-Blasco, Joaquim J. Sousa, Jesús Galindo-Zaldívar, Carlos Sanz de Galdeano, Sergio Martos-Rosillo, Francisco Lamas-Fernández, Miguel Marchamalo-Sacristán, and Daniele Perissin
Land surface is in constant motion due to both natural causes and human activity. Over time, many measurement techniques have been developed to study the deformation of the earth's surface. Some of them, despite having different levels of accuracy, are slow and time consuming (e.g., classical geodetic techniques). The introduction of space geodesy techniques such as GNSS systems and SAR remote sensing have offered new opportunities for precision deformation control in the field of space geodesy. In particular, using satellite radar interferometry (InSAR) as an Earth Observation routine technique, the deformation of large areas of the terrain can be monitored providing displacements at a relatively low cost compared with other ground-based techniques. Nowadays, we are living in the golden age of InSAR as there has never been as much SAR data from different missions as there is today. Of particular importance is the Copernicus program of the European Commission and ESA, which provides us with an inexhaustible source of free SAR data with extraordinary potential for monitoring the earth's surface thanks to the constellation of Sentinel-1 SAR satellites. Thanks to the great capability of SAR remote sensing, many civil infrastructures can be monitored and inspected from space without the need for physical intervention on the ground, greatly reducing costs and execution time. The advanced InSAR time series algorithms allow us to investigate the displacements of these infrastructures with uncertainties of the order of 1 mm/year, interpreting time series of interferometric phases at coherent point reflectors (PS). The use of C-band SAR data from ERS-1/2, Envisat, and Sentinel-1 has allowed us to monitor the southeast of the province of Málaga in southern Spain during the last thirty years, obtaining a deformation pattern of some critical infrastructures in the area. We can highlight, among them: the Limonero dam inaugurated in 1983, whose reservoir regulates the avenues of the Guadalmedina river and serves as a water supplying source for the city of Malaga; the Málaga-Costa del Sol international airport, an important airport for Spanish tourism as it is the main airport serving the Costa del Sol; the Málaga harbor, an industrial area, or some roads and railways. Of special importance is an urban sector with an intensive overexploitation of aquifers. Due to the increase in population because of the expansion of the tourism industry in the Benalmádena coast and Torremolinos area, the aquifers are being affected after the intensive overexploitation of groundwater with the consequent subsidence of the terrain, continuous and increased over time. In this contribution, we show our results of the SAR remote sensing application in this area of the southern Spanish coast.
How to cite: Ruiz-Armenteros, A. M., Ruiz-Constán, A., Lazecky, M., Bakoň, M., Delgado-Blasco, J. M., Sousa, J. J., Galindo-Zaldívar, J., Sanz de Galdeano, C., Martos-Rosillo, S., Lamas-Fernández, F., Marchamalo-Sacristán, M., and Perissin, D.: Monitoring critical infrastructure and anthropogenic hazards in Malaga province (southern Spain) using SAR remote sensing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15567, https://doi.org/10.5194/egusphere-egu21-15567, 2021.
Land surface is in constant motion due to both natural causes and human activity. Over time, many measurement techniques have been developed to study the deformation of the earth's surface. Some of them, despite having different levels of accuracy, are slow and time consuming (e.g., classical geodetic techniques). The introduction of space geodesy techniques such as GNSS systems and SAR remote sensing have offered new opportunities for precision deformation control in the field of space geodesy. In particular, using satellite radar interferometry (InSAR) as an Earth Observation routine technique, the deformation of large areas of the terrain can be monitored providing displacements at a relatively low cost compared with other ground-based techniques. Nowadays, we are living in the golden age of InSAR as there has never been as much SAR data from different missions as there is today. Of particular importance is the Copernicus program of the European Commission and ESA, which provides us with an inexhaustible source of free SAR data with extraordinary potential for monitoring the earth's surface thanks to the constellation of Sentinel-1 SAR satellites. Thanks to the great capability of SAR remote sensing, many civil infrastructures can be monitored and inspected from space without the need for physical intervention on the ground, greatly reducing costs and execution time. The advanced InSAR time series algorithms allow us to investigate the displacements of these infrastructures with uncertainties of the order of 1 mm/year, interpreting time series of interferometric phases at coherent point reflectors (PS). The use of C-band SAR data from ERS-1/2, Envisat, and Sentinel-1 has allowed us to monitor the southeast of the province of Málaga in southern Spain during the last thirty years, obtaining a deformation pattern of some critical infrastructures in the area. We can highlight, among them: the Limonero dam inaugurated in 1983, whose reservoir regulates the avenues of the Guadalmedina river and serves as a water supplying source for the city of Malaga; the Málaga-Costa del Sol international airport, an important airport for Spanish tourism as it is the main airport serving the Costa del Sol; the Málaga harbor, an industrial area, or some roads and railways. Of special importance is an urban sector with an intensive overexploitation of aquifers. Due to the increase in population because of the expansion of the tourism industry in the Benalmádena coast and Torremolinos area, the aquifers are being affected after the intensive overexploitation of groundwater with the consequent subsidence of the terrain, continuous and increased over time. In this contribution, we show our results of the SAR remote sensing application in this area of the southern Spanish coast.
How to cite: Ruiz-Armenteros, A. M., Ruiz-Constán, A., Lazecky, M., Bakoň, M., Delgado-Blasco, J. M., Sousa, J. J., Galindo-Zaldívar, J., Sanz de Galdeano, C., Martos-Rosillo, S., Lamas-Fernández, F., Marchamalo-Sacristán, M., and Perissin, D.: Monitoring critical infrastructure and anthropogenic hazards in Malaga province (southern Spain) using SAR remote sensing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15567, https://doi.org/10.5194/egusphere-egu21-15567, 2021.
EGU21-1555 | vPICO presentations | NH6.2 | Highlight
A landscape-ontology scale MTInSAR deformation monitoring solution for the sustainable conservation of architectural heritage sitesHang Xu and FuLong Chen
Architectural heritage is cultural and spiritual symbol of our predecessors with immeasurable historical, artistic, and technological value. However, these heritages are exposed to long-term degradation due to the combination impacts from the natural erosion and anthropogenic activities. Consequently, it is important to establish an effective deformation monitoring system to support the sustainable conservation of those properties. In order to make complementary to conventional geodetic measurements such as global navigation satellite systems (GNSS) and leveling in terms of spatial density, we propose a landscape-ontology scale multi-temporal InSAR (MTInSAR) solution for the preventive deformation monitoring of large-scale architectural heritage sites through the adaption of current MTInSAR approaches. We apply different solutions in Shanhaiguan section of the Great Wall in China and the Angkor Wat in Cambodia based on their onsite characteristics. At the cultural landscape scale, we improve the small baseline subset (SBAS) approach by the induced pseudo-baseline strategy in order to avoid the errors caused by inaccurate external DEM, resulting in a robust deformation estimation in mountainous areas where the architecture heritage of the Great Wall located; at the ontology scale, we integrate the differential SAR tomography (DTomoSAR) with the finite element method (FEM) for the structural instability detection of the Angkor Wat Temple, pinpointing the structural defects from the 3D deformation measurements and simulation. This study demonstrates the capability of adaptive MTInSAR approaches for the preventive monitoring the deformation of large-scale architectural heritage sites.
Keywords: Architectural heritage; two-scale; deformation; MTInSAR
How to cite: Xu, H. and Chen, F.: A landscape-ontology scale MTInSAR deformation monitoring solution for the sustainable conservation of architectural heritage sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1555, https://doi.org/10.5194/egusphere-egu21-1555, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Architectural heritage is cultural and spiritual symbol of our predecessors with immeasurable historical, artistic, and technological value. However, these heritages are exposed to long-term degradation due to the combination impacts from the natural erosion and anthropogenic activities. Consequently, it is important to establish an effective deformation monitoring system to support the sustainable conservation of those properties. In order to make complementary to conventional geodetic measurements such as global navigation satellite systems (GNSS) and leveling in terms of spatial density, we propose a landscape-ontology scale multi-temporal InSAR (MTInSAR) solution for the preventive deformation monitoring of large-scale architectural heritage sites through the adaption of current MTInSAR approaches. We apply different solutions in Shanhaiguan section of the Great Wall in China and the Angkor Wat in Cambodia based on their onsite characteristics. At the cultural landscape scale, we improve the small baseline subset (SBAS) approach by the induced pseudo-baseline strategy in order to avoid the errors caused by inaccurate external DEM, resulting in a robust deformation estimation in mountainous areas where the architecture heritage of the Great Wall located; at the ontology scale, we integrate the differential SAR tomography (DTomoSAR) with the finite element method (FEM) for the structural instability detection of the Angkor Wat Temple, pinpointing the structural defects from the 3D deformation measurements and simulation. This study demonstrates the capability of adaptive MTInSAR approaches for the preventive monitoring the deformation of large-scale architectural heritage sites.
Keywords: Architectural heritage; two-scale; deformation; MTInSAR
How to cite: Xu, H. and Chen, F.: A landscape-ontology scale MTInSAR deformation monitoring solution for the sustainable conservation of architectural heritage sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1555, https://doi.org/10.5194/egusphere-egu21-1555, 2021.
EGU21-6086 | vPICO presentations | NH6.2 | Highlight
TecVolSA: InSAR and Machine Learning for Surface Displacement Monitoring in South AmericaSina Montazeri, Homa Ansari, Francesco De Zan, René Mania, Robert Shau, Teo Beker, Alessandro Parizzi, Mahmud Haghshenas Haghighi, Peter Niemz, Simone Cesca, Mahdi Motagh, Thomas Walter, Michael Eineder, and Xiao Xiang Zhu
TecVolSA (Tectonics and Volcanoes in South America) is a project dedicated to the development of an intelligent Earth Observation (EO) data exploitation system for monitoring various geophysical activities in South America. Three partners from the German Aerospace Center (DLR) and the German Research Centre for Geosciences (GFZ) are involved to combine their expertise in signal processing, geophysics and Artificial Intelligence (AI).
The first milestone of the project is to perform interferometric processing on tens of terabytes of SAR data to generate deformation products. Efficient algorithms have been designed to accommodate big data processing. Employing these algorithms, five-year data archives of Sentinel-1 have been processed thus far. The data archives span an area of over 770,000 km² surrounding the central volcanic zone of the Andes. Products in the form of surface deformation velocity and displacement time series are generated as point-wise measurements. To ensure highly accurate deformation estimates, two novel techniques have been utilized: large-scale atmospheric correction and covariance-based phase estimation for distributed scatterers.
The second milestone is automatic mining of the wealth of the deformation products to gain insights about anthropogenic and geophysical signals in the region. Here two challenges are faced: the variety of crustal deformation processes as well as the sheer volume of the data. A closer analysis of the estimated deformation velocity verifies the presence of various signals including tectonic movements, volcanic unrest and slope-induced deformations. Such variety requires the classification of the observed signals. Furthermore, the dataset includes displacement time series and velocity estimates of over 750 million data points. This data volume necessitates the incorporation of AI for efficient mining of the products. The aforementioned challenges are met by combining geophysical and signal processing expertise of the project partners, and translating them to the AI algorithms.
The use of AI in EO is a growing topic with numerous successful applications. However, compared to the well-established AI applications of cartography and ground cover classification, there is not enough training data available for the analysis of tectonic and volcanic signals. Therefore, there is a need for synthetic data generation. GFZ produces geophysical models for the simulation of a diverse database that is used for the training of neural networks to autonomously discover significant events in deformation products.
DLR employs supervised machine learning techniques based on simulated data to automatically detect volcanic deformation from InSAR products. Apart from this application, signals which are not attributed to volcanic deformation are automatically clustered for further studies by expert geologists. For this approach, we depend on InSAR and geometrical feature engineering as well as advanced unsupervised learning algorithms. In the presentation, examples of clustering similar points in terms of temporal progression and a prototype system for the automatic detection of volcanic deformations will be illustrated.
Our system is being developed with scalability and transferability in mind. South America serves as a generic and challenging case for this development, as it reveals manifold geophysical and anthropogenic signals. Our ultimate goal is to apply the developed AI-assisted system for global processing.
How to cite: Montazeri, S., Ansari, H., De Zan, F., Mania, R., Shau, R., Beker, T., Parizzi, A., Haghshenas Haghighi, M., Niemz, P., Cesca, S., Motagh, M., Walter, T., Eineder, M., and Zhu, X. X.: TecVolSA: InSAR and Machine Learning for Surface Displacement Monitoring in South America, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6086, https://doi.org/10.5194/egusphere-egu21-6086, 2021.
TecVolSA (Tectonics and Volcanoes in South America) is a project dedicated to the development of an intelligent Earth Observation (EO) data exploitation system for monitoring various geophysical activities in South America. Three partners from the German Aerospace Center (DLR) and the German Research Centre for Geosciences (GFZ) are involved to combine their expertise in signal processing, geophysics and Artificial Intelligence (AI).
The first milestone of the project is to perform interferometric processing on tens of terabytes of SAR data to generate deformation products. Efficient algorithms have been designed to accommodate big data processing. Employing these algorithms, five-year data archives of Sentinel-1 have been processed thus far. The data archives span an area of over 770,000 km² surrounding the central volcanic zone of the Andes. Products in the form of surface deformation velocity and displacement time series are generated as point-wise measurements. To ensure highly accurate deformation estimates, two novel techniques have been utilized: large-scale atmospheric correction and covariance-based phase estimation for distributed scatterers.
The second milestone is automatic mining of the wealth of the deformation products to gain insights about anthropogenic and geophysical signals in the region. Here two challenges are faced: the variety of crustal deformation processes as well as the sheer volume of the data. A closer analysis of the estimated deformation velocity verifies the presence of various signals including tectonic movements, volcanic unrest and slope-induced deformations. Such variety requires the classification of the observed signals. Furthermore, the dataset includes displacement time series and velocity estimates of over 750 million data points. This data volume necessitates the incorporation of AI for efficient mining of the products. The aforementioned challenges are met by combining geophysical and signal processing expertise of the project partners, and translating them to the AI algorithms.
The use of AI in EO is a growing topic with numerous successful applications. However, compared to the well-established AI applications of cartography and ground cover classification, there is not enough training data available for the analysis of tectonic and volcanic signals. Therefore, there is a need for synthetic data generation. GFZ produces geophysical models for the simulation of a diverse database that is used for the training of neural networks to autonomously discover significant events in deformation products.
DLR employs supervised machine learning techniques based on simulated data to automatically detect volcanic deformation from InSAR products. Apart from this application, signals which are not attributed to volcanic deformation are automatically clustered for further studies by expert geologists. For this approach, we depend on InSAR and geometrical feature engineering as well as advanced unsupervised learning algorithms. In the presentation, examples of clustering similar points in terms of temporal progression and a prototype system for the automatic detection of volcanic deformations will be illustrated.
Our system is being developed with scalability and transferability in mind. South America serves as a generic and challenging case for this development, as it reveals manifold geophysical and anthropogenic signals. Our ultimate goal is to apply the developed AI-assisted system for global processing.
How to cite: Montazeri, S., Ansari, H., De Zan, F., Mania, R., Shau, R., Beker, T., Parizzi, A., Haghshenas Haghighi, M., Niemz, P., Cesca, S., Motagh, M., Walter, T., Eineder, M., and Zhu, X. X.: TecVolSA: InSAR and Machine Learning for Surface Displacement Monitoring in South America, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6086, https://doi.org/10.5194/egusphere-egu21-6086, 2021.
EGU21-13748 | vPICO presentations | NH6.2 | Highlight
European Ground Motion Service (EGMS)Mario Costantini, Federico Minati, Francesco Trillo, Alessandro Ferretti, Fabrizio Novali, Emanuele Passera, John Dehls, Yngvar Larsen, Petar Marinkovic, Michael Eineder, Ramon Brcic, Robert Siegmund, Paul Kotzerke, Ambrus Kenyeres, Sergio Proietti, Lorenzo Solari, and Henrik Andersen
Interferometric processing of series of data acquired over time by synthetic aperture radar (SAR) satellites makes it possible to measure millimetric ground motions (typically induced by landslides, subsidence and earthquake or volcanic phenomena), and to monitor the stability of buildings and infrastructures. In this work, we present the first application of the interferometric SAR (InSAR) technology to high-resolution monitoring of ground deformations over an entire continent, based on full-resolution processing of the whole archive of past and future Sentinel-1 (S1) satellite acquisitions over most parts of Europe. The European Ground Motion Service (EGMS) is funded by the European Commission and forms an essential element of the Copernicus Land Monitoring Service (CLMS) managed by the European Environment Agency. Upscaling from existing national precursor services to pan-European scale will be challenging. Although low-resolution datasets have been recently produced at this scale, full-resolution processing is more complex, potentially revealing errors that would be disguised or suppressed otherwise at coarser scale. The project will utilise the most advanced persistent scatterer (PS) and distributed scatterer (DS) InSAR processing techniques, and a high-quality GNSS model, required to calibrate the InSAR products. To foster acceptance and a maximum/optimum use of the service by the growing Copernicus user community and the public at large, the EGMS will provide tools for visualization, exploration, analysis and download of the ground deformation measurements, as well as elements to promote best practice and user uptake.
How to cite: Costantini, M., Minati, F., Trillo, F., Ferretti, A., Novali, F., Passera, E., Dehls, J., Larsen, Y., Marinkovic, P., Eineder, M., Brcic, R., Siegmund, R., Kotzerke, P., Kenyeres, A., Proietti, S., Solari, L., and Andersen, H.: European Ground Motion Service (EGMS), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13748, https://doi.org/10.5194/egusphere-egu21-13748, 2021.
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Interferometric processing of series of data acquired over time by synthetic aperture radar (SAR) satellites makes it possible to measure millimetric ground motions (typically induced by landslides, subsidence and earthquake or volcanic phenomena), and to monitor the stability of buildings and infrastructures. In this work, we present the first application of the interferometric SAR (InSAR) technology to high-resolution monitoring of ground deformations over an entire continent, based on full-resolution processing of the whole archive of past and future Sentinel-1 (S1) satellite acquisitions over most parts of Europe. The European Ground Motion Service (EGMS) is funded by the European Commission and forms an essential element of the Copernicus Land Monitoring Service (CLMS) managed by the European Environment Agency. Upscaling from existing national precursor services to pan-European scale will be challenging. Although low-resolution datasets have been recently produced at this scale, full-resolution processing is more complex, potentially revealing errors that would be disguised or suppressed otherwise at coarser scale. The project will utilise the most advanced persistent scatterer (PS) and distributed scatterer (DS) InSAR processing techniques, and a high-quality GNSS model, required to calibrate the InSAR products. To foster acceptance and a maximum/optimum use of the service by the growing Copernicus user community and the public at large, the EGMS will provide tools for visualization, exploration, analysis and download of the ground deformation measurements, as well as elements to promote best practice and user uptake.
How to cite: Costantini, M., Minati, F., Trillo, F., Ferretti, A., Novali, F., Passera, E., Dehls, J., Larsen, Y., Marinkovic, P., Eineder, M., Brcic, R., Siegmund, R., Kotzerke, P., Kenyeres, A., Proietti, S., Solari, L., and Andersen, H.: European Ground Motion Service (EGMS), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13748, https://doi.org/10.5194/egusphere-egu21-13748, 2021.
EGU21-410 | vPICO presentations | NH6.2 | Highlight
A New Optimisation Tool for Automatic InSAR Time Series Processing with MasTer.Delphine Smittarello, Nicolas d'Oreye, Dominique Derauw, Sergey Samsonov, and Maxime Jaspard
The increasing amount of SAR data available opens new challenges in terms of data storage management and processing load. Fully exploit those large databases requires the developement of automatic processing chains. The InSAR Mass processing Toolbox for Multidimensional time series (MasTer) is able to combine any type of SAR data to produce automatic unsupervised 2D ground deformation time series, from data download up to updated displaying of 2D time series results on a web page, updated incrementally as soon as a new image is available. We present our last methodological improvement based on the computation of a coherence proxy to guide a pair selection optimization, balancing the use of each image as master and slave. Whereas this new tool reduces the number of DInSAR interferograms computed by up to 75%, it also increases the signal to noise ratio of the time series by reducing the influence of DEM errors and atmospheric noise.
How to cite: Smittarello, D., d'Oreye, N., Derauw, D., Samsonov, S., and Jaspard, M.: A New Optimisation Tool for Automatic InSAR Time Series Processing with MasTer., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-410, https://doi.org/10.5194/egusphere-egu21-410, 2021.
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The increasing amount of SAR data available opens new challenges in terms of data storage management and processing load. Fully exploit those large databases requires the developement of automatic processing chains. The InSAR Mass processing Toolbox for Multidimensional time series (MasTer) is able to combine any type of SAR data to produce automatic unsupervised 2D ground deformation time series, from data download up to updated displaying of 2D time series results on a web page, updated incrementally as soon as a new image is available. We present our last methodological improvement based on the computation of a coherence proxy to guide a pair selection optimization, balancing the use of each image as master and slave. Whereas this new tool reduces the number of DInSAR interferograms computed by up to 75%, it also increases the signal to noise ratio of the time series by reducing the influence of DEM errors and atmospheric noise.
How to cite: Smittarello, D., d'Oreye, N., Derauw, D., Samsonov, S., and Jaspard, M.: A New Optimisation Tool for Automatic InSAR Time Series Processing with MasTer., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-410, https://doi.org/10.5194/egusphere-egu21-410, 2021.
EGU21-4115 | vPICO presentations | NH6.2
Towards Efficient Online Deformation Monitoring of Transport Infrastructure using Sentinel-1 InterferometryAndreas Piter, Mahmud Haghshenas Haghighi, and Mahdi Motagh
How to cite: Piter, A., Haghshenas Haghighi, M., and Motagh, M.: Towards Efficient Online Deformation Monitoring of Transport Infrastructure using Sentinel-1 Interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4115, https://doi.org/10.5194/egusphere-egu21-4115, 2021.
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How to cite: Piter, A., Haghshenas Haghighi, M., and Motagh, M.: Towards Efficient Online Deformation Monitoring of Transport Infrastructure using Sentinel-1 Interferometry, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4115, https://doi.org/10.5194/egusphere-egu21-4115, 2021.
EGU21-1352 | vPICO presentations | NH6.2 | Highlight
Unsupervised feature learning and automatic detection of transient phenomena in InSAR time-seriesAnza Shakeel, Richard Walters, Noura Al Moubayed, and Mark Allen
Detecting and measuring transient episodes of crustal deformation is important for a wide range of solid earth and natural hazard applications, e.g. for improving understanding of seismic and volcanological hazards and for monitoring anthropogenic deformation. InSAR is one of the most suitable techniques for this purpose, due to the frequent, regular and global coverage of current-generation satellite missions. However, both the size of the global InSAR dataset, and the large magnitude of atmospheric and other nuisance signals relative to deformation signals of interest, makes this task difficult and precludes systematic manual analysis.
In order to address this issue, here we have developed a new, state-of-the-art deep-learning based approach for the automatic identification of transient deformation events in noisy time-series of unwrapped InSAR images, without requiring supervision or labelling of known example events. To achieve this, we have adopted an anomaly detection framework where anomalies correspond to any transient phenomena that deviates from the ‘normal’ spatio-temporal pattern of phase-change (predominantly due to changes in atmospheric conditions). Our novel workflow learns such patterns in the InSAR dataset, leveraging the unique three-dimensional structure of the interferogram stack and its relationship to the unknown 2D fields of nuisance non-tectonic signals that correspond to individual SAR acquisition dates (epochs). This approach offers major benefits over previously published work using machine-learning to detect signals in InSAR data; those attempts have either largely focused on learning spatial or temporal patterns alone and/or have required an extensive ‘labelled’ dataset of known signals of interest, precluding detection of any signals with different or unexpected spatio-temporal characteristics.
In detail, our framework includes fully convolutional autoencoders that embed and share the feature encodings of a sequence of interferograms, and then decode them to an estimation of their corresponding epochs. The autoencoders consist of convolutional LSTM (Long Short-Term Memory) cells that are trained on an InSAR dataset of a fixed size. First, in order to learn the general spatio-temporal structure of the dataset, a prior model is trained independently on overlapping sequences of 26 interferograms only (each made up of 9 epochs, covering 14 km by 12 km area on ground). We then successfully learn the temporal dependency when the weights of this model are used to initialize the succeeding model, which is trained iteratively by also considering features predicted in previous sequences. During testing, normal atmospheric signals are accurately reconstructed, while anomalies result in large residuals. The residuals are then passed to a detection algorithm that flags and estimates anomalous deformation.
To initially train and test our method, we use InSAR data from several Sentinel-1 tracks in Turkey, obtained from COMET’s LiCSAR processing system. Here we present our initial results, showing that our unsupervised and event-agnostic pipeline accurately detects both real and synthesized anomalous signals and recovers both the spatio-temporal structure of flagged deformation events and the time-series of non-deformation ‘nuisance’ signals. This new approach presents great promise for future automated analysis of large, global InSAR datasets, and for automated and robust separation of deformation from nuisance signals in InSAR data.
How to cite: Shakeel, A., Walters, R., Al Moubayed, N., and Allen, M.: Unsupervised feature learning and automatic detection of transient phenomena in InSAR time-series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1352, https://doi.org/10.5194/egusphere-egu21-1352, 2021.
Detecting and measuring transient episodes of crustal deformation is important for a wide range of solid earth and natural hazard applications, e.g. for improving understanding of seismic and volcanological hazards and for monitoring anthropogenic deformation. InSAR is one of the most suitable techniques for this purpose, due to the frequent, regular and global coverage of current-generation satellite missions. However, both the size of the global InSAR dataset, and the large magnitude of atmospheric and other nuisance signals relative to deformation signals of interest, makes this task difficult and precludes systematic manual analysis.
In order to address this issue, here we have developed a new, state-of-the-art deep-learning based approach for the automatic identification of transient deformation events in noisy time-series of unwrapped InSAR images, without requiring supervision or labelling of known example events. To achieve this, we have adopted an anomaly detection framework where anomalies correspond to any transient phenomena that deviates from the ‘normal’ spatio-temporal pattern of phase-change (predominantly due to changes in atmospheric conditions). Our novel workflow learns such patterns in the InSAR dataset, leveraging the unique three-dimensional structure of the interferogram stack and its relationship to the unknown 2D fields of nuisance non-tectonic signals that correspond to individual SAR acquisition dates (epochs). This approach offers major benefits over previously published work using machine-learning to detect signals in InSAR data; those attempts have either largely focused on learning spatial or temporal patterns alone and/or have required an extensive ‘labelled’ dataset of known signals of interest, precluding detection of any signals with different or unexpected spatio-temporal characteristics.
In detail, our framework includes fully convolutional autoencoders that embed and share the feature encodings of a sequence of interferograms, and then decode them to an estimation of their corresponding epochs. The autoencoders consist of convolutional LSTM (Long Short-Term Memory) cells that are trained on an InSAR dataset of a fixed size. First, in order to learn the general spatio-temporal structure of the dataset, a prior model is trained independently on overlapping sequences of 26 interferograms only (each made up of 9 epochs, covering 14 km by 12 km area on ground). We then successfully learn the temporal dependency when the weights of this model are used to initialize the succeeding model, which is trained iteratively by also considering features predicted in previous sequences. During testing, normal atmospheric signals are accurately reconstructed, while anomalies result in large residuals. The residuals are then passed to a detection algorithm that flags and estimates anomalous deformation.
To initially train and test our method, we use InSAR data from several Sentinel-1 tracks in Turkey, obtained from COMET’s LiCSAR processing system. Here we present our initial results, showing that our unsupervised and event-agnostic pipeline accurately detects both real and synthesized anomalous signals and recovers both the spatio-temporal structure of flagged deformation events and the time-series of non-deformation ‘nuisance’ signals. This new approach presents great promise for future automated analysis of large, global InSAR datasets, and for automated and robust separation of deformation from nuisance signals in InSAR data.
How to cite: Shakeel, A., Walters, R., Al Moubayed, N., and Allen, M.: Unsupervised feature learning and automatic detection of transient phenomena in InSAR time-series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1352, https://doi.org/10.5194/egusphere-egu21-1352, 2021.
EGU21-3878 | vPICO presentations | NH6.2
Two-dimensional phase unwrapping integrating deep learning and minimal cost flowZhipeng Wu, Teng Wang, Yingjie Wang, and Daqing Ge
InSAR can measure surface deformation in all-weather conditions and has been widely used to study landslides, land subsidence, and many geophysical processes. Since the phase of radar echo is measured in 2π rad modulo (wrapped), phase unwrapping is an indispensable step for InSAR, and its reliability directly determines the feasibility of deformation monitoring. However, temporal and spatial decorrelation often leads to severe noises, localized deformation or strong atmospheric turbulence may result in dense fringes, both making traditional unwrapping methods fail in acquiring continual unwrapped phases. Here, we present a deep convolutional neural network (DENet) to identify the probability of phase discontinuities between every two adjacent pixels in the interferogram and apply the probability as cost in the widely-used minimal cost flow solver to achieve phase unwrapping. To train the network effectively, we design a simulation strategy to generate sufficient training samples: the terrain-related phases are used as the background phases, and the deformation phases, atmospheric turbulence phases, and noises are superimposed to build the training samples. Unlike classical methods such as GAMMA and SNAPHU that use the coherence map as the quality index, we use the probability of phase discontinuities estimated by the DENet as the arc-cost of the minimum cost flow problem. We apply the proposed method to unwrap simulated and real interferograms and compare the results with 8 existing methods (including traditional and deep learning-based ones). On the simulated data set, the root-mean-square error (RMSE) of the proposed method is lower than all the 8 existing methods. We also test different methods to unwrap the real Sentinel-1 interferograms and verified the reliability using ALOS-2 data with a nearly identical acquisition period. Our results show strong robustness and stability when unwrapping very large interferograms with complicated phase patterns. The proposed method takes advantages of both deep learning and traditional minimal cost flow solver, which can effectively unwrap interferograms with low coherence and/or dense fringes, providing strong potential for large-scale SAR interferometry applications.
How to cite: Wu, Z., Wang, T., Wang, Y., and Ge, D.: Two-dimensional phase unwrapping integrating deep learning and minimal cost flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3878, https://doi.org/10.5194/egusphere-egu21-3878, 2021.
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InSAR can measure surface deformation in all-weather conditions and has been widely used to study landslides, land subsidence, and many geophysical processes. Since the phase of radar echo is measured in 2π rad modulo (wrapped), phase unwrapping is an indispensable step for InSAR, and its reliability directly determines the feasibility of deformation monitoring. However, temporal and spatial decorrelation often leads to severe noises, localized deformation or strong atmospheric turbulence may result in dense fringes, both making traditional unwrapping methods fail in acquiring continual unwrapped phases. Here, we present a deep convolutional neural network (DENet) to identify the probability of phase discontinuities between every two adjacent pixels in the interferogram and apply the probability as cost in the widely-used minimal cost flow solver to achieve phase unwrapping. To train the network effectively, we design a simulation strategy to generate sufficient training samples: the terrain-related phases are used as the background phases, and the deformation phases, atmospheric turbulence phases, and noises are superimposed to build the training samples. Unlike classical methods such as GAMMA and SNAPHU that use the coherence map as the quality index, we use the probability of phase discontinuities estimated by the DENet as the arc-cost of the minimum cost flow problem. We apply the proposed method to unwrap simulated and real interferograms and compare the results with 8 existing methods (including traditional and deep learning-based ones). On the simulated data set, the root-mean-square error (RMSE) of the proposed method is lower than all the 8 existing methods. We also test different methods to unwrap the real Sentinel-1 interferograms and verified the reliability using ALOS-2 data with a nearly identical acquisition period. Our results show strong robustness and stability when unwrapping very large interferograms with complicated phase patterns. The proposed method takes advantages of both deep learning and traditional minimal cost flow solver, which can effectively unwrap interferograms with low coherence and/or dense fringes, providing strong potential for large-scale SAR interferometry applications.
How to cite: Wu, Z., Wang, T., Wang, Y., and Ge, D.: Two-dimensional phase unwrapping integrating deep learning and minimal cost flow, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3878, https://doi.org/10.5194/egusphere-egu21-3878, 2021.
EGU21-6995 | vPICO presentations | NH6.2
Deep Learning-based Damage Mapping with InSAR Coherence Time SeriesOliver Stephenson, Tobias Köhne, Eric Zhan, Brent Cahill, Sang-Ho Yun, Zachary Ross, and Mark Simons
Satellite remote sensing is playing an increasing role in rapid mapping of damage after natural disasters. In particular, synthetic aperture radar (SAR) can image the Earth’s surface and map damage in all weather conditions, day and night. However, current SAR damage mapping methods struggle to separate damage from other changes in the Earth’s surface. In this study, we propose to map damage using the full time history of SAR observations of an impacted region from a single satellite constellation in order to detect anomalous variations in the Earth’s surface properties due to a natural disaster. We quantify Earth surface change using time series of sequential interferometric SAR coherence, then use a recurrent neural network (RNN) as a probabilistic anomaly detector on these coherence time series. The RNN is first trained on pre-event coherence time series, and then forecasts a probability distribution of the coherence between pre- and post-event SAR images. The difference between the forecast and observed co-event coherence provides a measure of the confidence in the identification of damage. The method allows the user to choose a damage detection threshold that is customized for each location, based on the local temporal behavior before the event. We apply this method to calculate estimates of damage for three earthquakes using multi-year time series of Sentinel-1 SAR acquisitions. Our approach shows good agreement with measured damage and quantitative improvement compared to using pre- to co-event coherence loss as a damage proxy.
How to cite: Stephenson, O., Köhne, T., Zhan, E., Cahill, B., Yun, S.-H., Ross, Z., and Simons, M.: Deep Learning-based Damage Mapping with InSAR Coherence Time Series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6995, https://doi.org/10.5194/egusphere-egu21-6995, 2021.
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Satellite remote sensing is playing an increasing role in rapid mapping of damage after natural disasters. In particular, synthetic aperture radar (SAR) can image the Earth’s surface and map damage in all weather conditions, day and night. However, current SAR damage mapping methods struggle to separate damage from other changes in the Earth’s surface. In this study, we propose to map damage using the full time history of SAR observations of an impacted region from a single satellite constellation in order to detect anomalous variations in the Earth’s surface properties due to a natural disaster. We quantify Earth surface change using time series of sequential interferometric SAR coherence, then use a recurrent neural network (RNN) as a probabilistic anomaly detector on these coherence time series. The RNN is first trained on pre-event coherence time series, and then forecasts a probability distribution of the coherence between pre- and post-event SAR images. The difference between the forecast and observed co-event coherence provides a measure of the confidence in the identification of damage. The method allows the user to choose a damage detection threshold that is customized for each location, based on the local temporal behavior before the event. We apply this method to calculate estimates of damage for three earthquakes using multi-year time series of Sentinel-1 SAR acquisitions. Our approach shows good agreement with measured damage and quantitative improvement compared to using pre- to co-event coherence loss as a damage proxy.
How to cite: Stephenson, O., Köhne, T., Zhan, E., Cahill, B., Yun, S.-H., Ross, Z., and Simons, M.: Deep Learning-based Damage Mapping with InSAR Coherence Time Series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6995, https://doi.org/10.5194/egusphere-egu21-6995, 2021.
EGU21-8124 | vPICO presentations | NH6.2
Topography-correlated atmospheric signal mitigation for InSAR applications in the Tibetan plateau based on global atmospheric modelsYuqing Wang, Ling Chang, Wanpeng Feng, Sergey Samsonov, and Wenjun Zheng
Atmospheric heterogeneity mainly exposes itself as tropospheric phase delay in satellite interferometric synthetic aperture radar (InSAR) observations, which smears or even overshadows the deformation component of InSAR measurements. In this study, we estimated the performance of four global atmospheric models (GAMs), i.e. ERA5, ERA-Interim (ERA-I), MERRA2 and GACOS, for tropospheric phase delay reduction in InSAR applications in the Tibetan plateau, of which ERA5 is the latest global atmospheric model released by ECMWF. We demonstrated the effectiveness of atmospheric phase screen (APS) correction using the four GAMs for more than 700 Sentinel-1 TOPS interferograms covering two study areas in the southern (R1) and northwest margins (R2) of the Tibetan plateau. Topography-correlated signals have been widely observed in these interferograms, which are most likely due to the APS effects. We calculated the standard deviations (STD) and correlation coefficients between InSAR Line of Sight (LOS) measurements and topography before and after applying APS correction. The results show that the STDs of non-deformation areas from the GAMs decrease to ~4 mm from ~10 mm and ~12 mm originally on average for R1 and R2, respectively, and the correlation coefficients after the APS correction are reduced below 0.4 from ~0.8 for the selected interferometric pairs. In addition, as the newly released GAM, ERA5 has similar performance with GACOS products and outperforms other models generally. This suggests that GAMs, particularly ERA5, have great potentials in the APS correction for InSAR applications in the Tibetan plateau.
How to cite: Wang, Y., Chang, L., Feng, W., Samsonov, S., and Zheng, W.: Topography-correlated atmospheric signal mitigation for InSAR applications in the Tibetan plateau based on global atmospheric models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8124, https://doi.org/10.5194/egusphere-egu21-8124, 2021.
Atmospheric heterogeneity mainly exposes itself as tropospheric phase delay in satellite interferometric synthetic aperture radar (InSAR) observations, which smears or even overshadows the deformation component of InSAR measurements. In this study, we estimated the performance of four global atmospheric models (GAMs), i.e. ERA5, ERA-Interim (ERA-I), MERRA2 and GACOS, for tropospheric phase delay reduction in InSAR applications in the Tibetan plateau, of which ERA5 is the latest global atmospheric model released by ECMWF. We demonstrated the effectiveness of atmospheric phase screen (APS) correction using the four GAMs for more than 700 Sentinel-1 TOPS interferograms covering two study areas in the southern (R1) and northwest margins (R2) of the Tibetan plateau. Topography-correlated signals have been widely observed in these interferograms, which are most likely due to the APS effects. We calculated the standard deviations (STD) and correlation coefficients between InSAR Line of Sight (LOS) measurements and topography before and after applying APS correction. The results show that the STDs of non-deformation areas from the GAMs decrease to ~4 mm from ~10 mm and ~12 mm originally on average for R1 and R2, respectively, and the correlation coefficients after the APS correction are reduced below 0.4 from ~0.8 for the selected interferometric pairs. In addition, as the newly released GAM, ERA5 has similar performance with GACOS products and outperforms other models generally. This suggests that GAMs, particularly ERA5, have great potentials in the APS correction for InSAR applications in the Tibetan plateau.
How to cite: Wang, Y., Chang, L., Feng, W., Samsonov, S., and Zheng, W.: Topography-correlated atmospheric signal mitigation for InSAR applications in the Tibetan plateau based on global atmospheric models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8124, https://doi.org/10.5194/egusphere-egu21-8124, 2021.
EGU21-8146 | vPICO presentations | NH6.2
Developing InSAR atmospheric delay correction model based on GEONET ZTD and its gradientYohei Kinoshita
In InSAR analysis, the effect of microwave propagation delay in the Earth's atmosphere such as the nuetral atmospheric delay and the ionospheric delay is recognized as the primary noise for surface deformation researchs like Earthquake source modeling, tectonic fault motion, and volcanic activity monitoring. Although, for the ionospheric delay, we can now apply the range split spectrum method (SSM) to effectively mitigate it, the mitigation of the neutral atmospheric delay noise remains difficult and is the research problem to be solved. Recently, Arief and Heki (2020) developed a new method to retrieve two-dimensional Zenith Wet Delay (ZWD) distribution at sea level based on the GNSS ZWD and delay gradient derived from the Japanese GNSS network named GEONET. Here we proposed a new InSAR delay correction method based on modifying the Arief and Heki's method and applied it to the ALOS-2 ScanSAR interferograms to evaluate its effectiveness.
In our study, we used 5-minute interval GNSS PPP data provided by the Nevada Geodetic Laboratory in Nevada University, Reno. Since InSAR atmospheric delay contains both hydrostatic and wet components, we estimated two-dimensional Zenith Total Delay (ZTD) distribution at sea level instead of ZWD, and we simaltaneously estimated height dependence of ZTD as a linear function. The model cosists of the regularly distributed grids with 5 km interval and the height dependence. The retrieval of ZTD distribution is performed by the least squares inversion with the smoothing constraint. The retrieved ZTD is then projected onto the InSAR line-of-sight direction and calculated a difference of two epochs to generate an InSAR delay model. Interferograms were generated by RINC ver.0.41r using 16 ALOS-2 ScanSAR level 1.1 full-aperture data covering Kanto Plain in Japan. We applied the SSM to all of interferograms to correct the ionospheric delay noise before applying the proposed tropospheric delay correction.
The result of applying proposed correction method showed that the correction effectively reduced the phase variance, especially in the long-wavelength phase variation. The phase standard deviation (STD) in the whole scene decreased from 35.95 mm to 25.84 mm by applying the proposed GNSS-based correction method. For comparing effectiveness of the proposed method with existing methods, we also calculated the phase STD derived by applying the GACOS model and the numerical weather model-based correction using the Japan Meteorological Agency's Meso-scale model data. The result of comparison showed that the proposed GNSS-based method most reduced the whole-scene phase STD. The GACOS model decreased the STD to 30.96 mm, and the JMA MSM decrease to 27.71 mm, respectively. We then calculate the distance-dependence of the phase STD based on the variogram model. The variogram derived from all the interferograms showed the speriority of the GNSS-based correction, although the STD in distance shorter than 20 km seemed no differences between correction methods.
How to cite: Kinoshita, Y.: Developing InSAR atmospheric delay correction model based on GEONET ZTD and its gradient, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8146, https://doi.org/10.5194/egusphere-egu21-8146, 2021.
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In InSAR analysis, the effect of microwave propagation delay in the Earth's atmosphere such as the nuetral atmospheric delay and the ionospheric delay is recognized as the primary noise for surface deformation researchs like Earthquake source modeling, tectonic fault motion, and volcanic activity monitoring. Although, for the ionospheric delay, we can now apply the range split spectrum method (SSM) to effectively mitigate it, the mitigation of the neutral atmospheric delay noise remains difficult and is the research problem to be solved. Recently, Arief and Heki (2020) developed a new method to retrieve two-dimensional Zenith Wet Delay (ZWD) distribution at sea level based on the GNSS ZWD and delay gradient derived from the Japanese GNSS network named GEONET. Here we proposed a new InSAR delay correction method based on modifying the Arief and Heki's method and applied it to the ALOS-2 ScanSAR interferograms to evaluate its effectiveness.
In our study, we used 5-minute interval GNSS PPP data provided by the Nevada Geodetic Laboratory in Nevada University, Reno. Since InSAR atmospheric delay contains both hydrostatic and wet components, we estimated two-dimensional Zenith Total Delay (ZTD) distribution at sea level instead of ZWD, and we simaltaneously estimated height dependence of ZTD as a linear function. The model cosists of the regularly distributed grids with 5 km interval and the height dependence. The retrieval of ZTD distribution is performed by the least squares inversion with the smoothing constraint. The retrieved ZTD is then projected onto the InSAR line-of-sight direction and calculated a difference of two epochs to generate an InSAR delay model. Interferograms were generated by RINC ver.0.41r using 16 ALOS-2 ScanSAR level 1.1 full-aperture data covering Kanto Plain in Japan. We applied the SSM to all of interferograms to correct the ionospheric delay noise before applying the proposed tropospheric delay correction.
The result of applying proposed correction method showed that the correction effectively reduced the phase variance, especially in the long-wavelength phase variation. The phase standard deviation (STD) in the whole scene decreased from 35.95 mm to 25.84 mm by applying the proposed GNSS-based correction method. For comparing effectiveness of the proposed method with existing methods, we also calculated the phase STD derived by applying the GACOS model and the numerical weather model-based correction using the Japan Meteorological Agency's Meso-scale model data. The result of comparison showed that the proposed GNSS-based method most reduced the whole-scene phase STD. The GACOS model decreased the STD to 30.96 mm, and the JMA MSM decrease to 27.71 mm, respectively. We then calculate the distance-dependence of the phase STD based on the variogram model. The variogram derived from all the interferograms showed the speriority of the GNSS-based correction, although the STD in distance shorter than 20 km seemed no differences between correction methods.
How to cite: Kinoshita, Y.: Developing InSAR atmospheric delay correction model based on GEONET ZTD and its gradient, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8146, https://doi.org/10.5194/egusphere-egu21-8146, 2021.
EGU21-8909 | vPICO presentations | NH6.2 | Highlight
A multi-sensor satellite method to spatial and temporal detection of landslides and flash floods in cloud-covered tropical environments: the western branch of the East African RiftAxel Deijns, François Kervyn, Olivier Dewitte, Wim Thiery, Jean-Philippe Malet, and Nicolas d'Oreye
Geomorphic hazards such as landslides and flash floods (hereafter called GH) often result from a combination of complex interacting physical and anthropogenic processes across multiple spatial and temporal scales. In many instances, landslides and flash floods occur very quickly, sometimes in a matter of a few hours occasionally leading to catastrophic impact on human lives. Given that they are mostly related to common meteorological events, landslides and flash floods frequently co-occur and interact, leading to more severe impacts. The tropics are environments where GH are under-researched while, in the meantime, GH disproportionately impact these regions. In addition, GH frequency and/or risks in the tropics are expected to increase in the future in response to increasing demographic pressure, climate change and land use/cover changes. To understand the role of climate and landscape (topographic and land use/cover) in controlling the spatio-temporal distribution of GH in the context of environmental changes, establishing a regional-scale inventory of GH events that are localised accurately in space and time is essential. Since the tropics are frequently cloud covered, an accurate characterization of the timing of GH at a regional scale can only be achieved through the combined use of optical and Synthetic Aperture Radar (SAR) remote sensing. Here, the objective is to present the first phase of the ongoing development of a remote sensing methodology that aims to identify accurately in space and time the GH events in the western branch of the East African Rift using a multi-temporal change analysis approach combining optical and SAR amplitude and phase coherence data. Copernicus Sentinel 1 (SAR imagery) and Sentinel 2 (optical imagery) are the key satellite products used. Next to being open access, they offer a very good trade-off between frequency of acquisition and spatial resolution. The detection methodology is calibrated and validated using information from three citizen observer networks and higher spatial resolution imagery. Preliminary results show clear changes in SAR amplitude and phase coherence time-series at the time of GH event occurence. Various change detection approaches (difference, log-ratio, normalized difference, correlation) are explored and provide ideas for detection of GH timing within the time-series. We present the ongoing method development with a specific focus on recent extreme GH events in the region.
How to cite: Deijns, A., Kervyn, F., Dewitte, O., Thiery, W., Malet, J.-P., and d'Oreye, N.: A multi-sensor satellite method to spatial and temporal detection of landslides and flash floods in cloud-covered tropical environments: the western branch of the East African Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8909, https://doi.org/10.5194/egusphere-egu21-8909, 2021.
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Geomorphic hazards such as landslides and flash floods (hereafter called GH) often result from a combination of complex interacting physical and anthropogenic processes across multiple spatial and temporal scales. In many instances, landslides and flash floods occur very quickly, sometimes in a matter of a few hours occasionally leading to catastrophic impact on human lives. Given that they are mostly related to common meteorological events, landslides and flash floods frequently co-occur and interact, leading to more severe impacts. The tropics are environments where GH are under-researched while, in the meantime, GH disproportionately impact these regions. In addition, GH frequency and/or risks in the tropics are expected to increase in the future in response to increasing demographic pressure, climate change and land use/cover changes. To understand the role of climate and landscape (topographic and land use/cover) in controlling the spatio-temporal distribution of GH in the context of environmental changes, establishing a regional-scale inventory of GH events that are localised accurately in space and time is essential. Since the tropics are frequently cloud covered, an accurate characterization of the timing of GH at a regional scale can only be achieved through the combined use of optical and Synthetic Aperture Radar (SAR) remote sensing. Here, the objective is to present the first phase of the ongoing development of a remote sensing methodology that aims to identify accurately in space and time the GH events in the western branch of the East African Rift using a multi-temporal change analysis approach combining optical and SAR amplitude and phase coherence data. Copernicus Sentinel 1 (SAR imagery) and Sentinel 2 (optical imagery) are the key satellite products used. Next to being open access, they offer a very good trade-off between frequency of acquisition and spatial resolution. The detection methodology is calibrated and validated using information from three citizen observer networks and higher spatial resolution imagery. Preliminary results show clear changes in SAR amplitude and phase coherence time-series at the time of GH event occurence. Various change detection approaches (difference, log-ratio, normalized difference, correlation) are explored and provide ideas for detection of GH timing within the time-series. We present the ongoing method development with a specific focus on recent extreme GH events in the region.
How to cite: Deijns, A., Kervyn, F., Dewitte, O., Thiery, W., Malet, J.-P., and d'Oreye, N.: A multi-sensor satellite method to spatial and temporal detection of landslides and flash floods in cloud-covered tropical environments: the western branch of the East African Rift, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8909, https://doi.org/10.5194/egusphere-egu21-8909, 2021.
EGU21-8973 | vPICO presentations | NH6.2 | Highlight
Get HyP3! SAR processing for everyoneJoseph H. Kennedy, Krik Hogenson, Andrew Johnston, Heidi Kristenson, Alex Lewandowski, Thomas A. Logan, Franz J. Meyer, and James Rine
Synthetic Aperture Radar (SAR), with its capability of imaging day or night, ability to penetrate dense cloud cover, and suitability for interferometry, is a robust dataset for event/change monitoring. SAR data can be used to inform decision makers dealing with natural and anthropogenic hazards such as floods, earthquakes, deforestation and glacier movement. However, SAR data has only recently become freely available with global coverage, and requires complex processing with specialized software to generate analysis-ready datasets. Furthermore, processing SAR is often resource-intensive, in terms of computing power and memory, and the sheer volume of data available for processing can be overwhelming. For example, ESA's Sentinel-1 has produced ~10PB of data since launch in 2014. Even subsetting the data to a small scientific area of interest can result in many thousands of scenes, which must be processed into an analysis-ready format.
The Alaska Satellite Facility (ASF) Hybrid Pluggable Processing Pipeline (HyP3), which is now out of beta and available to the public, provides custom, on-demand processing of Sentinel-1 SAR data at no cost to users. HyP3 is integrated directly into Vertex, ASF's primary data discovery tool, so users can easily select an area of interest on the Earth, find available SAR products, and click a button to send them (individually, or as a batch) to HyP3 for Radiometric Terrain Correction (RTC), Interferometric SAR (InSAR), or Change Detection processing. Processing leverages AWS cloud computing and is done in parallel for rapid product generation. Each process provides options to customize the processing and final output products, and provides metadata-rich, analysis-ready final products to users.
In addition to the Vertex user interface, HyP3 provides a RESTful API and a python software developers kit (SDK) to allow programmatic access and the ability to build HyP3 into user workflows. HyP3 is open source and designed to allow users to develop new processing plugins or stand up their own custom processing pipeline.
We will present an overview of using HyP3, both inside Vertex and programmatically, and the available output products. We will demonstrate using HyP3 to investigate the consequences of natural hazards and very briefly discuss the technologies and software design principles used in the development of HyP3 and how users could contribute new plugins, or stand up their own custom processing pipeline.
How to cite: Kennedy, J. H., Hogenson, K., Johnston, A., Kristenson, H., Lewandowski, A., Logan, T. A., Meyer, F. J., and Rine, J.: Get HyP3! SAR processing for everyone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8973, https://doi.org/10.5194/egusphere-egu21-8973, 2021.
Synthetic Aperture Radar (SAR), with its capability of imaging day or night, ability to penetrate dense cloud cover, and suitability for interferometry, is a robust dataset for event/change monitoring. SAR data can be used to inform decision makers dealing with natural and anthropogenic hazards such as floods, earthquakes, deforestation and glacier movement. However, SAR data has only recently become freely available with global coverage, and requires complex processing with specialized software to generate analysis-ready datasets. Furthermore, processing SAR is often resource-intensive, in terms of computing power and memory, and the sheer volume of data available for processing can be overwhelming. For example, ESA's Sentinel-1 has produced ~10PB of data since launch in 2014. Even subsetting the data to a small scientific area of interest can result in many thousands of scenes, which must be processed into an analysis-ready format.
The Alaska Satellite Facility (ASF) Hybrid Pluggable Processing Pipeline (HyP3), which is now out of beta and available to the public, provides custom, on-demand processing of Sentinel-1 SAR data at no cost to users. HyP3 is integrated directly into Vertex, ASF's primary data discovery tool, so users can easily select an area of interest on the Earth, find available SAR products, and click a button to send them (individually, or as a batch) to HyP3 for Radiometric Terrain Correction (RTC), Interferometric SAR (InSAR), or Change Detection processing. Processing leverages AWS cloud computing and is done in parallel for rapid product generation. Each process provides options to customize the processing and final output products, and provides metadata-rich, analysis-ready final products to users.
In addition to the Vertex user interface, HyP3 provides a RESTful API and a python software developers kit (SDK) to allow programmatic access and the ability to build HyP3 into user workflows. HyP3 is open source and designed to allow users to develop new processing plugins or stand up their own custom processing pipeline.
We will present an overview of using HyP3, both inside Vertex and programmatically, and the available output products. We will demonstrate using HyP3 to investigate the consequences of natural hazards and very briefly discuss the technologies and software design principles used in the development of HyP3 and how users could contribute new plugins, or stand up their own custom processing pipeline.
How to cite: Kennedy, J. H., Hogenson, K., Johnston, A., Kristenson, H., Lewandowski, A., Logan, T. A., Meyer, F. J., and Rine, J.: Get HyP3! SAR processing for everyone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8973, https://doi.org/10.5194/egusphere-egu21-8973, 2021.
EGU21-9063 | vPICO presentations | NH6.2 | Highlight
ADATools for Persistent Scatterer Interferometry based displacement maps analysis: an example in Granada Province (Spain)Oriol Monserrat, Anna Barra, Cristina Reyes, Roberto Tomas, Jose Navarro, Jorge Pedro Galve, Lorenzo Solari, Roberto Sarro, Jose Miguel Azañon, Juan Antonio Luque, and Rosa María Mateos
The Persistent Scatterer Interferometry (PSI) technique is being more and more used at all scale’s applications. Several regional and national Ground Motions Services based on PSI are nowadays active and operational. The European Ground Motion Service project is going to generate a displacement map over the whole Europe once per year. This context makes indispensable tools and methodologies that facilitate the management and analysis of huge amount of data and information. The ADATools are a set of tools that can be considered a first step in this direction, they are simple and fast tools to firstly extract and make a preliminary interpretation of the main detected Active Deformation Areas (ADA). The ADATools includes: i. the ADAFinder, detecting the main ADA and giving information for each polygon as well as a Quality Index (representing the noise of time series of deformation); ii. the LOS2hv, that is used in case we have datasets from both ascending and descending geometries to derive the horizontal (east-west) and vertical components of the movement; and iii. the ADAClassifier, that makes a preliminary classification of the ADA between landslide, subsidence, settlement, and sinkholes, based on available external data (i.e., DEM, geology, inventories, infrastructures). In this presentation, the algorithm, and performances of the ADATools are presented and some results of their application are showed. Specifically, some results over an area of the Granada Province (S Spain), achieved in the framework of the Project RISKCOAST (funded by the IV Interreg Sudoe Programme through the European Regional Development Fund), will be used to illustrate ADATools performance.
How to cite: Monserrat, O., Barra, A., Reyes, C., Tomas, R., Navarro, J., Galve, J. P., Solari, L., Sarro, R., Azañon, J. M., Luque, J. A., and Mateos, R. M.: ADATools for Persistent Scatterer Interferometry based displacement maps analysis: an example in Granada Province (Spain), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9063, https://doi.org/10.5194/egusphere-egu21-9063, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Persistent Scatterer Interferometry (PSI) technique is being more and more used at all scale’s applications. Several regional and national Ground Motions Services based on PSI are nowadays active and operational. The European Ground Motion Service project is going to generate a displacement map over the whole Europe once per year. This context makes indispensable tools and methodologies that facilitate the management and analysis of huge amount of data and information. The ADATools are a set of tools that can be considered a first step in this direction, they are simple and fast tools to firstly extract and make a preliminary interpretation of the main detected Active Deformation Areas (ADA). The ADATools includes: i. the ADAFinder, detecting the main ADA and giving information for each polygon as well as a Quality Index (representing the noise of time series of deformation); ii. the LOS2hv, that is used in case we have datasets from both ascending and descending geometries to derive the horizontal (east-west) and vertical components of the movement; and iii. the ADAClassifier, that makes a preliminary classification of the ADA between landslide, subsidence, settlement, and sinkholes, based on available external data (i.e., DEM, geology, inventories, infrastructures). In this presentation, the algorithm, and performances of the ADATools are presented and some results of their application are showed. Specifically, some results over an area of the Granada Province (S Spain), achieved in the framework of the Project RISKCOAST (funded by the IV Interreg Sudoe Programme through the European Regional Development Fund), will be used to illustrate ADATools performance.
How to cite: Monserrat, O., Barra, A., Reyes, C., Tomas, R., Navarro, J., Galve, J. P., Solari, L., Sarro, R., Azañon, J. M., Luque, J. A., and Mateos, R. M.: ADATools for Persistent Scatterer Interferometry based displacement maps analysis: an example in Granada Province (Spain), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9063, https://doi.org/10.5194/egusphere-egu21-9063, 2021.
EGU21-11636 | vPICO presentations | NH6.2
Robust InSAR Tropospheric Delay Correction Using Global Atmospheric ModelsYunmeng Cao, Sigurjón Jónsson, and Zhiwei Li
Tropospheric delays are the main source of error when measuring ground displacements using InSAR. Increasingly, global atmospheric models (GAMs), e.g., ERA5 and MERRA2 reanalysis data, are used to reduce tropospheric signals in InSAR deformation observations. However, due to the coarse spatial resolution of current GAMs (~10s of kilometers), it is still challenging to obtain tropospheric corrections for high-resolution InSAR data (~10s of meters). Here we present an advanced GAM-based correction method, aimed at improving InSAR geodesy, that incorporates spatial stochastic models of the troposphere in the corrections. We first estimate stochastic models of the tropospheric parameters (temperature, pressure, and partial pressure of water vapor) at different GAM altitude layers and we then interpolate the parameters according to the correlation between pixels of interest and the GAM grid locations (3D). The interpolation accounts for spatial variabilities of the tropospheric random field, instead of subjectively using an inverse distance method or using a local spline function, which are commonly used in current GAM-correction methods. We also estimate the integral of the tropospheric delays along the satellite line-of-sight (LOS) direction directly, instead of calculating the projected zenith-delays, because the troposphere is not purely stratified. Our new method can easily be applied using any of the present GAMs; here we implemented it with the latest ECMWF ERA5 reanalysis outputs. We validate the new method for both interferograms and time-series analysis products (deformation velocities and time-series solutions), using hundreds of the Sentinel-1 images over the island of Hawaii from 2015 to 2020. The results show that the average standard deviation of non-deforming interferograms reduces from 2.55 cm to 1.91 cm when applying the new method, compared with standard deviations of 2.47 cm (PyAPS), 2.44 cm (d-LOS), and 2.10 cm (GACOS), after using three common GAM correction methods. In addition, the new method improves most (87%, i.e., 243 out of 280) of the interferograms, while only about half (52%, 53%, and 66%) are improved by the earlier correction methods. The results demonstrate the importance of considering (1) tropospheric stochastic models in GAM-corrections, (2) horizontal heterogeneities when estimating the LOS delays, and (3) tropospheric delays when mapping long-wavelength or small-magnitude deformation using InSAR.
How to cite: Cao, Y., Jónsson, S., and Li, Z.: Robust InSAR Tropospheric Delay Correction Using Global Atmospheric Models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11636, https://doi.org/10.5194/egusphere-egu21-11636, 2021.
Tropospheric delays are the main source of error when measuring ground displacements using InSAR. Increasingly, global atmospheric models (GAMs), e.g., ERA5 and MERRA2 reanalysis data, are used to reduce tropospheric signals in InSAR deformation observations. However, due to the coarse spatial resolution of current GAMs (~10s of kilometers), it is still challenging to obtain tropospheric corrections for high-resolution InSAR data (~10s of meters). Here we present an advanced GAM-based correction method, aimed at improving InSAR geodesy, that incorporates spatial stochastic models of the troposphere in the corrections. We first estimate stochastic models of the tropospheric parameters (temperature, pressure, and partial pressure of water vapor) at different GAM altitude layers and we then interpolate the parameters according to the correlation between pixels of interest and the GAM grid locations (3D). The interpolation accounts for spatial variabilities of the tropospheric random field, instead of subjectively using an inverse distance method or using a local spline function, which are commonly used in current GAM-correction methods. We also estimate the integral of the tropospheric delays along the satellite line-of-sight (LOS) direction directly, instead of calculating the projected zenith-delays, because the troposphere is not purely stratified. Our new method can easily be applied using any of the present GAMs; here we implemented it with the latest ECMWF ERA5 reanalysis outputs. We validate the new method for both interferograms and time-series analysis products (deformation velocities and time-series solutions), using hundreds of the Sentinel-1 images over the island of Hawaii from 2015 to 2020. The results show that the average standard deviation of non-deforming interferograms reduces from 2.55 cm to 1.91 cm when applying the new method, compared with standard deviations of 2.47 cm (PyAPS), 2.44 cm (d-LOS), and 2.10 cm (GACOS), after using three common GAM correction methods. In addition, the new method improves most (87%, i.e., 243 out of 280) of the interferograms, while only about half (52%, 53%, and 66%) are improved by the earlier correction methods. The results demonstrate the importance of considering (1) tropospheric stochastic models in GAM-corrections, (2) horizontal heterogeneities when estimating the LOS delays, and (3) tropospheric delays when mapping long-wavelength or small-magnitude deformation using InSAR.
How to cite: Cao, Y., Jónsson, S., and Li, Z.: Robust InSAR Tropospheric Delay Correction Using Global Atmospheric Models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11636, https://doi.org/10.5194/egusphere-egu21-11636, 2021.
EGU21-12474 | vPICO presentations | NH6.2 | Highlight
Assessing ground deformation in the Central Andes (NW Argentina) with Interferometric Synthetic Aperture Radar analyses: First results of SAOCOM data and Sentinel-1 dataSofia Viotto, Bodo Bookhagen, Guillermo Toyos, and Sandra Torrusio
The region of the Argentine Central Andes located between 21° S and 25° S is characterized by multiple morphotectonic provinces that strongly control structural and geomorphologic surface deformation. This work focuses on the Puna Plateau and the Eastern Cordillera. The Puna is part of the orogenic Central Andean Plateau and is hydrologically dissected into internally drained catchments with mostly hyper-arid climatic conditions. The Puna’s eastern edge is bordered by the fold-and-thrust belt of the Eastern Cordillera with peaks up to ~6000 m. Both areas are repeatedly affected by earthquakes with surface deformation but seldom surface ruptures.
This research focuses on the first assessment of the L-band SAOCOM 1A data for estimating surface deformation rates. The SAOCOM 1A satellite, launched in 2018, integrates the SAOCOM mission managed by the Argentinean Space Agency (Comisión Nacional de Actividades Espaciales, CONAE). These interferometric analyses are combined with results from C-band Sentinel-1 data. Examples are shown from the surface deformation associated with the magnitude 6.3 earthquake on 30 November 2020, with an epicenter located around 70 km W of San Antonio de los Cobres village in the Southeastern portion of the Puna Plateau (~24.332° S, ~67.005° W; United States Geological Survey). Additional examples are shown for slow-moving landslide velocity estimation in the Calchaquíes range (Eastern Cordillera). Our research highlights the capabilities of the new SAOCOM satellite mission for estimating surface deformation and exploits the strength of L-band SAR in vegetated terrain.
How to cite: Viotto, S., Bookhagen, B., Toyos, G., and Torrusio, S.: Assessing ground deformation in the Central Andes (NW Argentina) with Interferometric Synthetic Aperture Radar analyses: First results of SAOCOM data and Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12474, https://doi.org/10.5194/egusphere-egu21-12474, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The region of the Argentine Central Andes located between 21° S and 25° S is characterized by multiple morphotectonic provinces that strongly control structural and geomorphologic surface deformation. This work focuses on the Puna Plateau and the Eastern Cordillera. The Puna is part of the orogenic Central Andean Plateau and is hydrologically dissected into internally drained catchments with mostly hyper-arid climatic conditions. The Puna’s eastern edge is bordered by the fold-and-thrust belt of the Eastern Cordillera with peaks up to ~6000 m. Both areas are repeatedly affected by earthquakes with surface deformation but seldom surface ruptures.
This research focuses on the first assessment of the L-band SAOCOM 1A data for estimating surface deformation rates. The SAOCOM 1A satellite, launched in 2018, integrates the SAOCOM mission managed by the Argentinean Space Agency (Comisión Nacional de Actividades Espaciales, CONAE). These interferometric analyses are combined with results from C-band Sentinel-1 data. Examples are shown from the surface deformation associated with the magnitude 6.3 earthquake on 30 November 2020, with an epicenter located around 70 km W of San Antonio de los Cobres village in the Southeastern portion of the Puna Plateau (~24.332° S, ~67.005° W; United States Geological Survey). Additional examples are shown for slow-moving landslide velocity estimation in the Calchaquíes range (Eastern Cordillera). Our research highlights the capabilities of the new SAOCOM satellite mission for estimating surface deformation and exploits the strength of L-band SAR in vegetated terrain.
How to cite: Viotto, S., Bookhagen, B., Toyos, G., and Torrusio, S.: Assessing ground deformation in the Central Andes (NW Argentina) with Interferometric Synthetic Aperture Radar analyses: First results of SAOCOM data and Sentinel-1 data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12474, https://doi.org/10.5194/egusphere-egu21-12474, 2021.
EGU21-13619 | vPICO presentations | NH6.2
Fusing Damage Proxy Maps with Geospatial Models for Bayesian Updating of Seismic Ground Failure Estimations: A Case Study in Central ItalySusu Xu, Joshua Dimasaka, David J. Wald, and Hae Young Noh
On August 24, 2016, a magnitude-6.2 earthquake in Central Italy resulted in at least 290 deaths, significant ground failure (including landslides and liquefaction), and building damage. After the event, the NASA Advanced Rapid Imaging and Analysis team produced Damage Proxy Maps (DPM) that reflect earthquake-induced surficial changes using synthetic aperture data from the COSMO-SkyMed satellite. However, exact causes of these surface changes, e.g., ground failure, building damage, or other environmental changes, are difficult to directly differentiate from the satellite images alone. For example, changes could reflect building damage, landslides, the co-occurrence of both, or numerous other processes that are not related to the earthquake. Alternatively, existing ground failures models are useful in locating areas of higher likelihoods but suffer from high false alarm rates due to inaccurate or incomplete geospatial proxies and complex physical interdependencies between shaking and specific sites of ground failure. In this work, we present a joint Bayesian updating framework using a causal graph strategy. The Bayesian causal graph models physical interdependencies among ground shaking, ground failures, building damage, and remote sensing observations. Based on the graph, a variational inference approach is designed to jointly update the estimates of ground failure and building damage through fusing traditional geospatial models and the remotely sensed data. As a case study, the DPMs in Central Italy are input to the model for jointly calibrating and updating the probability of ground failure estimations as well as for estimating building damage probabilities. The results showed that by incorporating high-resolution imagery, our model significantly reduces the false alarm rate of ground failure estimates and improves the spatial accuracy and resolution of ground failure and building damage inferences.
How to cite: Xu, S., Dimasaka, J., Wald, D. J., and Noh, H. Y.: Fusing Damage Proxy Maps with Geospatial Models for Bayesian Updating of Seismic Ground Failure Estimations: A Case Study in Central Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13619, https://doi.org/10.5194/egusphere-egu21-13619, 2021.
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On August 24, 2016, a magnitude-6.2 earthquake in Central Italy resulted in at least 290 deaths, significant ground failure (including landslides and liquefaction), and building damage. After the event, the NASA Advanced Rapid Imaging and Analysis team produced Damage Proxy Maps (DPM) that reflect earthquake-induced surficial changes using synthetic aperture data from the COSMO-SkyMed satellite. However, exact causes of these surface changes, e.g., ground failure, building damage, or other environmental changes, are difficult to directly differentiate from the satellite images alone. For example, changes could reflect building damage, landslides, the co-occurrence of both, or numerous other processes that are not related to the earthquake. Alternatively, existing ground failures models are useful in locating areas of higher likelihoods but suffer from high false alarm rates due to inaccurate or incomplete geospatial proxies and complex physical interdependencies between shaking and specific sites of ground failure. In this work, we present a joint Bayesian updating framework using a causal graph strategy. The Bayesian causal graph models physical interdependencies among ground shaking, ground failures, building damage, and remote sensing observations. Based on the graph, a variational inference approach is designed to jointly update the estimates of ground failure and building damage through fusing traditional geospatial models and the remotely sensed data. As a case study, the DPMs in Central Italy are input to the model for jointly calibrating and updating the probability of ground failure estimations as well as for estimating building damage probabilities. The results showed that by incorporating high-resolution imagery, our model significantly reduces the false alarm rate of ground failure estimates and improves the spatial accuracy and resolution of ground failure and building damage inferences.
How to cite: Xu, S., Dimasaka, J., Wald, D. J., and Noh, H. Y.: Fusing Damage Proxy Maps with Geospatial Models for Bayesian Updating of Seismic Ground Failure Estimations: A Case Study in Central Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13619, https://doi.org/10.5194/egusphere-egu21-13619, 2021.
EGU21-15859 | vPICO presentations | NH6.2
Monitoring land subsidence and element at risk in the Po Delta area (Northern Italy) through MT-InSAR and GNSS surveysXue Chen, Vladimiro Achilli, Nicola Cenni, Massimo Fabris, Andrea Menin, Michele Monego, and Mario Floris
Delta areas are more likely to suffer from land subsidence due to tectonic and geological processes. Po Delta evolution shows a succession and superposition of complex processes caused by both natural and anthropogenic factors. The factors include sediment loading and compaction, post-glacial rebound, coastal flooding and erosion, sea level rise, land use changes, underground resources exploitation, population growth and urbanization. The natural subsidence has been estimated in the order of millimeters per year and the anthropogenic subsidence is greater than 10 mm/year. Several areas are located under the mean sea level and are exposed to flooding. These areas have been protected by embankments which represent a crucial element for flood risk mitigation. Multi-temporal interferometric synthetic aperture radar (MT-InSAR) and global navigation satellite system (GNSS) allow the continuous monitoring of land subsidence and structures and infrastructures deformations. The Po Delta landscape is characterized by large mudflats, farmland, and wetlands, and a low level of urbanization. Interferometry survey is difficult in this area, due to the temporal decorrelation caused by variations of the scattering properties associated with soil moisture and volume scattering, especially in the case of summer acquisitions. Then, MT-InSAR has to be integrated with ground-based measurements techniques which are costly and time consuming. In this study, MT-InSAR and GNSS techniques are combined to monitor the land subsidence and the deformations of the elements at risk, in particular the flood protection infrastructures. C-band Sentinel-1 and X-band COSMO-SkyMed SAR data acquired in 2014-2020 and 2012-2020, respectively, are considered. An MT-InSAR technique is exploited using the interferometric point target analysis (IPTA) method, making a network of targets including both distributed scatterers (DS) and persistent scatterers (PS). GNSS data have been collected by 3 permanent stations and 46 non-permanent stations (NPS) distributed in the Po Delta. The NPS were measured during three survey campaigns in 2016, 2018, and 2020. Results from MT-InSAR applied to Sentinel-1 data and GNSS techniques are compared and integrated to estimate the subsidence rates for most of the area. The monitoring of the embankments is possible using COSMO-SkyMed data due to their high resolution and high backscatter on structures and infrastructures. For future studies, the regression analysis between the natural/anthropogenic processing and the land subsidence of the Po Delta area can be performed to identify the major driving factors of the deformations in the different periods, which can improve the risk mitigation strategies.
How to cite: Chen, X., Achilli, V., Cenni, N., Fabris, M., Menin, A., Monego, M., and Floris, M.: Monitoring land subsidence and element at risk in the Po Delta area (Northern Italy) through MT-InSAR and GNSS surveys, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15859, https://doi.org/10.5194/egusphere-egu21-15859, 2021.
Delta areas are more likely to suffer from land subsidence due to tectonic and geological processes. Po Delta evolution shows a succession and superposition of complex processes caused by both natural and anthropogenic factors. The factors include sediment loading and compaction, post-glacial rebound, coastal flooding and erosion, sea level rise, land use changes, underground resources exploitation, population growth and urbanization. The natural subsidence has been estimated in the order of millimeters per year and the anthropogenic subsidence is greater than 10 mm/year. Several areas are located under the mean sea level and are exposed to flooding. These areas have been protected by embankments which represent a crucial element for flood risk mitigation. Multi-temporal interferometric synthetic aperture radar (MT-InSAR) and global navigation satellite system (GNSS) allow the continuous monitoring of land subsidence and structures and infrastructures deformations. The Po Delta landscape is characterized by large mudflats, farmland, and wetlands, and a low level of urbanization. Interferometry survey is difficult in this area, due to the temporal decorrelation caused by variations of the scattering properties associated with soil moisture and volume scattering, especially in the case of summer acquisitions. Then, MT-InSAR has to be integrated with ground-based measurements techniques which are costly and time consuming. In this study, MT-InSAR and GNSS techniques are combined to monitor the land subsidence and the deformations of the elements at risk, in particular the flood protection infrastructures. C-band Sentinel-1 and X-band COSMO-SkyMed SAR data acquired in 2014-2020 and 2012-2020, respectively, are considered. An MT-InSAR technique is exploited using the interferometric point target analysis (IPTA) method, making a network of targets including both distributed scatterers (DS) and persistent scatterers (PS). GNSS data have been collected by 3 permanent stations and 46 non-permanent stations (NPS) distributed in the Po Delta. The NPS were measured during three survey campaigns in 2016, 2018, and 2020. Results from MT-InSAR applied to Sentinel-1 data and GNSS techniques are compared and integrated to estimate the subsidence rates for most of the area. The monitoring of the embankments is possible using COSMO-SkyMed data due to their high resolution and high backscatter on structures and infrastructures. For future studies, the regression analysis between the natural/anthropogenic processing and the land subsidence of the Po Delta area can be performed to identify the major driving factors of the deformations in the different periods, which can improve the risk mitigation strategies.
How to cite: Chen, X., Achilli, V., Cenni, N., Fabris, M., Menin, A., Monego, M., and Floris, M.: Monitoring land subsidence and element at risk in the Po Delta area (Northern Italy) through MT-InSAR and GNSS surveys, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15859, https://doi.org/10.5194/egusphere-egu21-15859, 2021.
EGU21-16135 | vPICO presentations | NH6.2
Assessing Geo-hazard Vulnerability of Cities and Critical Infrastructures: Working in the e-Shape FrameworkJuan López-Vinielles, Pablo Ezquerro, Gerardo Herrera-García, Marta Béjar-Pizarro, Valerio Comerci, Michael Sheehy, Eleftheria Poyiadji, Arben Koçiu, Vidas Mikulėnas, and Mateja Jemec-Auflič
To improve safety in large cities, products and services exploiting Earth Observation (EO) technologies can be used to map vulnerable urban areas potentially affected by geohazards, with the aim of reducing human and economic losses caused by natural disasters. This work aims to increase the use of multi-mission EO derived products and services to assess urban vulnerability and geohazards, raising early awareness and training key users and decision makers on the use of EO derived products and services.
Currently, the InSAR processing tools from Geohazards Exploitation Platform (GEP) funded by European Space Agency, provide massive and dense surface displacement information, and availability of such data is expected to be expanded soon with the upcoming European Ground Motion Service being developed by the European Environment Agency. As the main end users are not trained to understand and analyze this type of data, the EU founded e-Shape project, in collaboration with the national Geological Surveys, is introducing a methodology for the use of InSAR products and supporting them to co-design specific products useful for the dissemination of information to the users active in key societal sectors (local and regional administrations, and civil protection authorities). To this end, four products with different requirements have been developed, including the InSAR map, the InSAR validation report, the active geohazards report and the vulnerable urban areas report. These four products describe the displacements of the area, their accuracy, their relationship to triggers and the potential problems they could create, providing information for both technical staff and non-technical managers and decision-makers.
How to cite: López-Vinielles, J., Ezquerro, P., Herrera-García, G., Béjar-Pizarro, M., Comerci, V., Sheehy, M., Poyiadji, E., Koçiu, A., Mikulėnas, V., and Jemec-Auflič, M.: Assessing Geo-hazard Vulnerability of Cities and Critical Infrastructures: Working in the e-Shape Framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16135, https://doi.org/10.5194/egusphere-egu21-16135, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
To improve safety in large cities, products and services exploiting Earth Observation (EO) technologies can be used to map vulnerable urban areas potentially affected by geohazards, with the aim of reducing human and economic losses caused by natural disasters. This work aims to increase the use of multi-mission EO derived products and services to assess urban vulnerability and geohazards, raising early awareness and training key users and decision makers on the use of EO derived products and services.
Currently, the InSAR processing tools from Geohazards Exploitation Platform (GEP) funded by European Space Agency, provide massive and dense surface displacement information, and availability of such data is expected to be expanded soon with the upcoming European Ground Motion Service being developed by the European Environment Agency. As the main end users are not trained to understand and analyze this type of data, the EU founded e-Shape project, in collaboration with the national Geological Surveys, is introducing a methodology for the use of InSAR products and supporting them to co-design specific products useful for the dissemination of information to the users active in key societal sectors (local and regional administrations, and civil protection authorities). To this end, four products with different requirements have been developed, including the InSAR map, the InSAR validation report, the active geohazards report and the vulnerable urban areas report. These four products describe the displacements of the area, their accuracy, their relationship to triggers and the potential problems they could create, providing information for both technical staff and non-technical managers and decision-makers.
How to cite: López-Vinielles, J., Ezquerro, P., Herrera-García, G., Béjar-Pizarro, M., Comerci, V., Sheehy, M., Poyiadji, E., Koçiu, A., Mikulėnas, V., and Jemec-Auflič, M.: Assessing Geo-hazard Vulnerability of Cities and Critical Infrastructures: Working in the e-Shape Framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16135, https://doi.org/10.5194/egusphere-egu21-16135, 2021.
EGU21-16161 | vPICO presentations | NH6.2
Study on the relationship between SAR-based digital elevation models and water vapor contents and surface deformationYen-Yi Wu and Hsuan Ren
Synthetic Aperture Radar (SAR) Interferometry (InSAR) is a powerful tool in radar remote sensing. However, due to the unavoidable inherent limits of the SAR mechanism, there are different challenges to be tackled based on the user’s aim of use. Common issues that have been discussed in the application of topography mapping are temporal decorrelation, surface deformation, atmospheric disturbance, and phase unwrapping problems. These difficulties expose the quality of the final DEM products under high risks, depending on the selection of InSAR image pairs and the environment of area of interest. In this research, we are aiming at investigating the relationship between the SAR-based digital elevation model (DEM) and the related factors which contribute to the error budget. This research will allow InSAR technique users to obtain a better understanding of the severity of errors that were induced by the factors. Furthermore, by knowing which factor degrades the InSAR-generated DEMs the most, one could accordingly apply appropriate methods to reduce the error.
In this research, eight pairs of Sentinel-1A images are used. They are characterized by a 12-day temporal baseline and over 90 meters of perpendicular baseline. The conventional InSAR processing workflow is conducted in each pair. In the post-processing stage, phase gradient removal is applied in order to mitigate unwrapping problems. Surface deformation and water vapor variation are chosen as two factors that introduce errors in InSAR DEM. GPS data are collected to obtain deformation information, and atmospheric water vapor data are collected by weather prediction models. Finally, the multiple linear regression analysis is applied in order to find out the relationship between SAR-based DEM and the selected factors.
How to cite: Wu, Y.-Y. and Ren, H.: Study on the relationship between SAR-based digital elevation models and water vapor contents and surface deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16161, https://doi.org/10.5194/egusphere-egu21-16161, 2021.
Synthetic Aperture Radar (SAR) Interferometry (InSAR) is a powerful tool in radar remote sensing. However, due to the unavoidable inherent limits of the SAR mechanism, there are different challenges to be tackled based on the user’s aim of use. Common issues that have been discussed in the application of topography mapping are temporal decorrelation, surface deformation, atmospheric disturbance, and phase unwrapping problems. These difficulties expose the quality of the final DEM products under high risks, depending on the selection of InSAR image pairs and the environment of area of interest. In this research, we are aiming at investigating the relationship between the SAR-based digital elevation model (DEM) and the related factors which contribute to the error budget. This research will allow InSAR technique users to obtain a better understanding of the severity of errors that were induced by the factors. Furthermore, by knowing which factor degrades the InSAR-generated DEMs the most, one could accordingly apply appropriate methods to reduce the error.
In this research, eight pairs of Sentinel-1A images are used. They are characterized by a 12-day temporal baseline and over 90 meters of perpendicular baseline. The conventional InSAR processing workflow is conducted in each pair. In the post-processing stage, phase gradient removal is applied in order to mitigate unwrapping problems. Surface deformation and water vapor variation are chosen as two factors that introduce errors in InSAR DEM. GPS data are collected to obtain deformation information, and atmospheric water vapor data are collected by weather prediction models. Finally, the multiple linear regression analysis is applied in order to find out the relationship between SAR-based DEM and the selected factors.
How to cite: Wu, Y.-Y. and Ren, H.: Study on the relationship between SAR-based digital elevation models and water vapor contents and surface deformation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16161, https://doi.org/10.5194/egusphere-egu21-16161, 2021.
NH6.3 – VLF/LF radio techniques as tools for monitoring and forecasting natural and technological hazards
EGU21-840 | vPICO presentations | NH6.3
Monitoring of Ionospheric D-Region Behavior Utilizing the Dual VLF ExperimentMichael Danielides and Vladimir O. Skripachev
Studying Earth's ionosphere applying very low radio frequency (VLF) ground-based networks or only single station instrumentation provides spatially and temporal limited information. The majority of the VLF experiments utilize strong naval communication transmitters as their signal sources. In most of those cases, the signal is relatively unknown, except perhaps for its frequency and field strength. Other than ionosondes (vertical ionospheric sounder), VLF radio transmitters are usually located at different locations than their receiver stations. This results in very different radio wave propagation paths and because of different ionospheric regimes (longitudinal, latitudinal, or seasonal variations).
Because VLF radio transmission can be influenced by regular natural sources, e.g. sunrise or sunset, or irregular natural sources, e.g. solar X-ray flare or earthquake, it is non-trivial to provide accurate ionospheric weather forecasts or detect precursors for possible hazards. For natural hazards, such as earthquakes, ionospheric disturbances are often found only after the occurrence of the hazard. Therefore, it is essential to experiment with modified approaches, other than the common ionospheric investigation methods.
The aim of this study is a case-based analysis of the two VLF transmissions from Iceland at 37.5 kHz and 57.4 kHz originating from the Naval Radio Transmitter Facility at Grindavik. Utilizing passive broadband VLF ground-based measurements, we compare observed delay times of the signal behaviors at sunrise and sunset, as well as sudden ionospheric disturbances (SID). Other than the zenith angle dependence, which causes changes of the photoionization at the ionospheric D-region, SID is caused by solar X-ray flare radiation. The solar X-ray flare flux data are provided by NOAA's GOES satellite. The temporal difference in the VLF signal level is of the order of minutes for dusk and dawn. The difference between the two VLF signal levels can not be caused by significant differences in their propagation paths. However, it is assumed that this temporal delay reflects vertical ionospheric composition changes.
Usually, VLF monitoring networks are used for comparing an observed SID event at various VLF frequencies and recorded from various VLF monitoring stations. The D-region enhancement during daytime is stronger during solar flare events. Especially, by comparing the VLF signal levels the spatial effects of solar flares are studied. However, the present study focuses mainly on temporal variation of the signal levels during dusk, dawn, and during SID events, which again could be caused by vertical ionospheric composition changes.
How to cite: Danielides, M. and Skripachev, V. O.: Monitoring of Ionospheric D-Region Behavior Utilizing the Dual VLF Experiment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-840, https://doi.org/10.5194/egusphere-egu21-840, 2021.
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Studying Earth's ionosphere applying very low radio frequency (VLF) ground-based networks or only single station instrumentation provides spatially and temporal limited information. The majority of the VLF experiments utilize strong naval communication transmitters as their signal sources. In most of those cases, the signal is relatively unknown, except perhaps for its frequency and field strength. Other than ionosondes (vertical ionospheric sounder), VLF radio transmitters are usually located at different locations than their receiver stations. This results in very different radio wave propagation paths and because of different ionospheric regimes (longitudinal, latitudinal, or seasonal variations).
Because VLF radio transmission can be influenced by regular natural sources, e.g. sunrise or sunset, or irregular natural sources, e.g. solar X-ray flare or earthquake, it is non-trivial to provide accurate ionospheric weather forecasts or detect precursors for possible hazards. For natural hazards, such as earthquakes, ionospheric disturbances are often found only after the occurrence of the hazard. Therefore, it is essential to experiment with modified approaches, other than the common ionospheric investigation methods.
The aim of this study is a case-based analysis of the two VLF transmissions from Iceland at 37.5 kHz and 57.4 kHz originating from the Naval Radio Transmitter Facility at Grindavik. Utilizing passive broadband VLF ground-based measurements, we compare observed delay times of the signal behaviors at sunrise and sunset, as well as sudden ionospheric disturbances (SID). Other than the zenith angle dependence, which causes changes of the photoionization at the ionospheric D-region, SID is caused by solar X-ray flare radiation. The solar X-ray flare flux data are provided by NOAA's GOES satellite. The temporal difference in the VLF signal level is of the order of minutes for dusk and dawn. The difference between the two VLF signal levels can not be caused by significant differences in their propagation paths. However, it is assumed that this temporal delay reflects vertical ionospheric composition changes.
Usually, VLF monitoring networks are used for comparing an observed SID event at various VLF frequencies and recorded from various VLF monitoring stations. The D-region enhancement during daytime is stronger during solar flare events. Especially, by comparing the VLF signal levels the spatial effects of solar flares are studied. However, the present study focuses mainly on temporal variation of the signal levels during dusk, dawn, and during SID events, which again could be caused by vertical ionospheric composition changes.
How to cite: Danielides, M. and Skripachev, V. O.: Monitoring of Ionospheric D-Region Behavior Utilizing the Dual VLF Experiment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-840, https://doi.org/10.5194/egusphere-egu21-840, 2021.
EGU21-5623 | vPICO presentations | NH6.3
Hard X-ray impact on the ionosphere D-layer: new results from VLF measurementsCarine Briand, Srivani Inturi, and Baptiste Cecconi
The ionospheric electron density reacts to a change of ionization condition by a time delay Δt. Appleton (1953) demonstrated that this time delay is inversely proportional to the product of the electron density Ne and recombination rate coefficient α. Thus, the evaluation of the time difference between the peak time of VLF emission, which is supposed to represent the instant of maximum ionization, and the ionization source's peak time provides an easy way to estimate α Ne. First used to evaluate the increase of electron density at noon from H α peak emission, this technic was also employed to estimate the recombination rate during solar flares. The GOES Soft X-ray emissions (i.e. in the range 1.5-12keV) are then considered to determine the ionising source peak time.
Based on VLF measurements obtained from the SUPERSID antenna installed at the Meudon site of the Paris Observatory (France), we computed each flare's time delay from January 2017. We benefit from the events of September 2017, the strongest from the last 10 years. We thus demonstrate the prominent role of Hard X-Rays in ionizing the D-layer of the ionosphere.
How to cite: Briand, C., Inturi, S., and Cecconi, B.: Hard X-ray impact on the ionosphere D-layer: new results from VLF measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5623, https://doi.org/10.5194/egusphere-egu21-5623, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The ionospheric electron density reacts to a change of ionization condition by a time delay Δt. Appleton (1953) demonstrated that this time delay is inversely proportional to the product of the electron density Ne and recombination rate coefficient α. Thus, the evaluation of the time difference between the peak time of VLF emission, which is supposed to represent the instant of maximum ionization, and the ionization source's peak time provides an easy way to estimate α Ne. First used to evaluate the increase of electron density at noon from H α peak emission, this technic was also employed to estimate the recombination rate during solar flares. The GOES Soft X-ray emissions (i.e. in the range 1.5-12keV) are then considered to determine the ionising source peak time.
Based on VLF measurements obtained from the SUPERSID antenna installed at the Meudon site of the Paris Observatory (France), we computed each flare's time delay from January 2017. We benefit from the events of September 2017, the strongest from the last 10 years. We thus demonstrate the prominent role of Hard X-Rays in ionizing the D-layer of the ionosphere.
How to cite: Briand, C., Inturi, S., and Cecconi, B.: Hard X-ray impact on the ionosphere D-layer: new results from VLF measurements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5623, https://doi.org/10.5194/egusphere-egu21-5623, 2021.
EGU21-7659 | vPICO presentations | NH6.3 | Highlight
Ray paths of VLF/LF transmitter radio signals in the seismic Adriatic regionsMohammed Y. Boudjada, Hans Ulrich Eichelberger, Pier Francesco Biagi, Konrad Schwingenschuh, Giovanni Nico, Maria Solovieva, Anita Ermini, Iren Adelina Moldovan, Michael E. Contadakis, Aleksandra Nina, Konstantinos Katzis, Mourad Bezzeghoud, Helmut Lammer, Patrick H.M. Galopeau, Bruno Besser, and Özer Aydogar
We analyze the radio wave propagations of VLF/LF transmitter signals along subionospheric paths using two different reception systems localized in the Graz seismo-electromagnetic facility (15.43E,47.06N). Those systems allow the simultaneous detection of more than fifteen transmitter signals emitting in the northern (i.e. France, Germany and United Kingdom) and southern (i.e. Italy and Turkey) parts of Europe. In this work, we investigate the transmitter radio wave propagations associated with two earthquakes (EQs) which occurred, at two occasions, in nearly the same Croatian regions (Geo. Long.=16°E; Geo. Lat.=45°N). The first and second EQs happened, respectively, on March 22 and December 29, 2020, with magnitudes Mw equal to 5.4 and 6.4. The use of two complementary reception systems, i.e. INFREP (Biagi et al., Open Journal of Earthquake Research, 8, 2019) and UltraMSK (Schwingenschuh et al., Nat. Hazards Earth Syst. Sci., 11, 2011), and the proximity to the epicenters lead us to characterize the behavior of the transmitter signal amplitudes particularly above the Croatian seismic regions. We analyze the amplitude variation for a given transmitter frequency starting few weeks before the earthquakes occurrences. We discuss the observed anomalies in the transmitter signals which may be considered as precursors due to the ionospheric disturbances of the transmitter ray paths above the earthquakes preparation zones.
How to cite: Boudjada, M. Y., Eichelberger, H. U., Biagi, P. F., Schwingenschuh, K., Nico, G., Solovieva, M., Ermini, A., Moldovan, I. A., Contadakis, M. E., Nina, A., Katzis, K., Bezzeghoud, M., Lammer, H., Galopeau, P. H. M., Besser, B., and Aydogar, Ö.: Ray paths of VLF/LF transmitter radio signals in the seismic Adriatic regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7659, https://doi.org/10.5194/egusphere-egu21-7659, 2021.
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We analyze the radio wave propagations of VLF/LF transmitter signals along subionospheric paths using two different reception systems localized in the Graz seismo-electromagnetic facility (15.43E,47.06N). Those systems allow the simultaneous detection of more than fifteen transmitter signals emitting in the northern (i.e. France, Germany and United Kingdom) and southern (i.e. Italy and Turkey) parts of Europe. In this work, we investigate the transmitter radio wave propagations associated with two earthquakes (EQs) which occurred, at two occasions, in nearly the same Croatian regions (Geo. Long.=16°E; Geo. Lat.=45°N). The first and second EQs happened, respectively, on March 22 and December 29, 2020, with magnitudes Mw equal to 5.4 and 6.4. The use of two complementary reception systems, i.e. INFREP (Biagi et al., Open Journal of Earthquake Research, 8, 2019) and UltraMSK (Schwingenschuh et al., Nat. Hazards Earth Syst. Sci., 11, 2011), and the proximity to the epicenters lead us to characterize the behavior of the transmitter signal amplitudes particularly above the Croatian seismic regions. We analyze the amplitude variation for a given transmitter frequency starting few weeks before the earthquakes occurrences. We discuss the observed anomalies in the transmitter signals which may be considered as precursors due to the ionospheric disturbances of the transmitter ray paths above the earthquakes preparation zones.
How to cite: Boudjada, M. Y., Eichelberger, H. U., Biagi, P. F., Schwingenschuh, K., Nico, G., Solovieva, M., Ermini, A., Moldovan, I. A., Contadakis, M. E., Nina, A., Katzis, K., Bezzeghoud, M., Lammer, H., Galopeau, P. H. M., Besser, B., and Aydogar, Ö.: Ray paths of VLF/LF transmitter radio signals in the seismic Adriatic regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7659, https://doi.org/10.5194/egusphere-egu21-7659, 2021.
EGU21-12516 | vPICO presentations | NH6.3
A new VLF radio receiver in Greece for the detection of lower ionosphere anomalies before strong seismic events and the preliminary results for a strong (6.7 Mw) earthquake that occurred in Samos (Greece) on 30/10/2020.Dimitrios Politis, Stelios Potirakis, Sagardweep Biswas, Sudipta Sasmal, and Masashi Hayakawa
A new VLF/LF (10 - 47.5 kHz) radio receiver has recently been installed in the University of West Attica, in Athens (Greece), and has been operating in trial mode since April 2020 for the study of sub-ionospheric propagation variations, mainly aiming at the identification of possible earthquake (EQ) precursors or signatures of other extreme geophysical phenomena. The receiver is monitoring signals from a number of transmitters. Most of them are located in Europe, while some are located in Asia, Australia and North America. The recorded data (amplitude and phase) from this receiver are sampled at a rate of 1 sample per second. In this paper we present information about the new VLF/LF receiver as well as preliminary results concerning a very recent, strong (Mw = 6.7), shallow (focal depth = 12 km), EQ that occurred in Greece (epicenter located in the Aegean Sea, off-coast of the Samos island, close to the Greece-Turkey borders) on 30/10/2020, hereafter referred to as Samos’ EQ. The subionospheric propagation data associated with two specific transmitters were analyzed. Τhe first transmitter, with call sign TBB, is located in Denizköy (Turkey) and the location of Samos’ EQ epicenter is within of 5th Fresnel zone of the corresponding propagation path. The second transmitter, with call sign ISR, is located in Negev (Israel) and the location of Samos’ EQ epicenter is in close distance to the borders of the 5th Fresnel zone, so that, considering the magnitude of the specific EQ, the corresponding propagation path could possibly be disturbed. In this paper we present the analysis of the receiver’s amplitude data by means of the Terminator Time Method (TTM) in order to reveal any possible pre-seismic anomaly in the lower ionosphere. Our preliminary results show that there are indications for disturbance of the lower ionosphere a few days before the EQ occurrence.
How to cite: Politis, D., Potirakis, S., Biswas, S., Sasmal, S., and Hayakawa, M.: A new VLF radio receiver in Greece for the detection of lower ionosphere anomalies before strong seismic events and the preliminary results for a strong (6.7 Mw) earthquake that occurred in Samos (Greece) on 30/10/2020., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12516, https://doi.org/10.5194/egusphere-egu21-12516, 2021.
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A new VLF/LF (10 - 47.5 kHz) radio receiver has recently been installed in the University of West Attica, in Athens (Greece), and has been operating in trial mode since April 2020 for the study of sub-ionospheric propagation variations, mainly aiming at the identification of possible earthquake (EQ) precursors or signatures of other extreme geophysical phenomena. The receiver is monitoring signals from a number of transmitters. Most of them are located in Europe, while some are located in Asia, Australia and North America. The recorded data (amplitude and phase) from this receiver are sampled at a rate of 1 sample per second. In this paper we present information about the new VLF/LF receiver as well as preliminary results concerning a very recent, strong (Mw = 6.7), shallow (focal depth = 12 km), EQ that occurred in Greece (epicenter located in the Aegean Sea, off-coast of the Samos island, close to the Greece-Turkey borders) on 30/10/2020, hereafter referred to as Samos’ EQ. The subionospheric propagation data associated with two specific transmitters were analyzed. Τhe first transmitter, with call sign TBB, is located in Denizköy (Turkey) and the location of Samos’ EQ epicenter is within of 5th Fresnel zone of the corresponding propagation path. The second transmitter, with call sign ISR, is located in Negev (Israel) and the location of Samos’ EQ epicenter is in close distance to the borders of the 5th Fresnel zone, so that, considering the magnitude of the specific EQ, the corresponding propagation path could possibly be disturbed. In this paper we present the analysis of the receiver’s amplitude data by means of the Terminator Time Method (TTM) in order to reveal any possible pre-seismic anomaly in the lower ionosphere. Our preliminary results show that there are indications for disturbance of the lower ionosphere a few days before the EQ occurrence.
How to cite: Politis, D., Potirakis, S., Biswas, S., Sasmal, S., and Hayakawa, M.: A new VLF radio receiver in Greece for the detection of lower ionosphere anomalies before strong seismic events and the preliminary results for a strong (6.7 Mw) earthquake that occurred in Samos (Greece) on 30/10/2020., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12516, https://doi.org/10.5194/egusphere-egu21-12516, 2021.
EGU21-10123 | vPICO presentations | NH6.3
Synoptic view on sub-ionospheric VLF/LF amplitude and phase variations at the Graz seismo-electromagnetic facilityHans Eichelberger, Konrad Schwingenschuh, Mohammed Y. Boudjada, Bruno P. Besser, Daniel Wolbang, Maria Solovieva, Pier F. Biagi, Manfred Stachel, Özer Aydogar, Martin Pitterle, Cosima Muck, Claudia Grill, and Irmgard Jernej
This presentation discusses physical processes related to potentially seismic and non-seismic disturbances along VLF/LF paths measured with two different receivers located side by side at the Space Research Institute (IWF) facility in Graz, Austria. At the same time both systems are embedded in international networks which gives the unique opportunity to probe the waveguide cavity over a large area.
In general, a variety of VLF/LF amplitude and phase variations are ubiquitous at wide scales throughout the cavity. We analyse such signals observed in the period 2018-2020 (solar minimum, i.e. less external forcing of the upper ionospheric boundary) in the time- and frequency-domain for several paths. In this attempt we aim to single out natural disturbances, characterise the source event, and figure out the lithosphere-atmosphere-ionosphere coupling mechanism. For known seismic events we consider the so-called Dobrovolsky-Bowman relationship [1,2] allowing to estimate the pre-seismic zone crossed by the VLF/LF paths.
The findings open up good prospects for an automated monitoring and characterisation of source phenomena who affect the electric field of VLF/LF sub-ionospheric links.
Ref:
[1] Dobrovolsky, I.P., Zubkov, S.I., and Miachkin, V.I., Estimation of the size of earthquake preparation zones, PAGEOPH 117, 1025–1044, 1979.
https://doi.org/10.1007/BF00876083
[2] Bowman, D.D., Ouillon, G., Sammis, C.G., Sornette, A., and Sornette, D., An observational test of the critical earthquake concept, JGR Solid
Earth, 103, B10, 24359-24372, 1998. https://doi.org/10.1029/98JB00792
How to cite: Eichelberger, H., Schwingenschuh, K., Boudjada, M. Y., Besser, B. P., Wolbang, D., Solovieva, M., Biagi, P. F., Stachel, M., Aydogar, Ö., Pitterle, M., Muck, C., Grill, C., and Jernej, I.: Synoptic view on sub-ionospheric VLF/LF amplitude and phase variations at the Graz seismo-electromagnetic facility, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10123, https://doi.org/10.5194/egusphere-egu21-10123, 2021.
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This presentation discusses physical processes related to potentially seismic and non-seismic disturbances along VLF/LF paths measured with two different receivers located side by side at the Space Research Institute (IWF) facility in Graz, Austria. At the same time both systems are embedded in international networks which gives the unique opportunity to probe the waveguide cavity over a large area.
In general, a variety of VLF/LF amplitude and phase variations are ubiquitous at wide scales throughout the cavity. We analyse such signals observed in the period 2018-2020 (solar minimum, i.e. less external forcing of the upper ionospheric boundary) in the time- and frequency-domain for several paths. In this attempt we aim to single out natural disturbances, characterise the source event, and figure out the lithosphere-atmosphere-ionosphere coupling mechanism. For known seismic events we consider the so-called Dobrovolsky-Bowman relationship [1,2] allowing to estimate the pre-seismic zone crossed by the VLF/LF paths.
The findings open up good prospects for an automated monitoring and characterisation of source phenomena who affect the electric field of VLF/LF sub-ionospheric links.
Ref:
[1] Dobrovolsky, I.P., Zubkov, S.I., and Miachkin, V.I., Estimation of the size of earthquake preparation zones, PAGEOPH 117, 1025–1044, 1979.
https://doi.org/10.1007/BF00876083
[2] Bowman, D.D., Ouillon, G., Sammis, C.G., Sornette, A., and Sornette, D., An observational test of the critical earthquake concept, JGR Solid
Earth, 103, B10, 24359-24372, 1998. https://doi.org/10.1029/98JB00792
How to cite: Eichelberger, H., Schwingenschuh, K., Boudjada, M. Y., Besser, B. P., Wolbang, D., Solovieva, M., Biagi, P. F., Stachel, M., Aydogar, Ö., Pitterle, M., Muck, C., Grill, C., and Jernej, I.: Synoptic view on sub-ionospheric VLF/LF amplitude and phase variations at the Graz seismo-electromagnetic facility, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10123, https://doi.org/10.5194/egusphere-egu21-10123, 2021.
EGU21-5154 | vPICO presentations | NH6.3
Wavelet analysis applied on temporal data sets in order to reveal possible pre-seismic radio anomalies and comparison with the trend of the raw dataGiovanni Nico, Pier Francesco Biagi, Anita Ermini, Mohammed Yahia Boudjada, Hans Ulrich Eichelberger, Konstantinos Katzis, Michael Contadakis, Christos Skeberis, Iren Adelina Moldovan, Mourad Bezzeghoud, and Aleksandra Nina
Since 2009, several radio receivers have been installed throughout Europe in order to realize the INFREP European radio network for studying the VLF (10-50 kHz) and LF (150-300 kHz) radio precursors of earthquakes. Precursors can be related to “anomalies” in the night-time behavior of VLF signals. A suitable method of analysis is the use of the Wavelet spectra. Using the “Morlet function”, the Wavelet transform of a time signal is a complex series that can be usefully represented by its square amplitude, i.e. considering the so-called Wavelet power spectrum.
The power spectrum is a 2D diagram that, once properly normalized with respect to the power of the white noise, gives information on the strength and precise time of occurrence of the various Fourier components, which are present in the original time series. The main difference between the Wavelet power spectra and the Fourier power spectra for the time series is that the former identifies the frequency content along the operational time, which cannot be done with the latter. Anomalies are identified as regions of the Wavelet spectrogram characterized by a sudden increase in the power strength.
On January 30, 2020 an earthquake with Mw= 6.0 occurred in Dodecanese Islands. The results of the Wavelet analysis carried out on data collected some INFREP receivers is compared with the trends of the raw data. The time series from January 24, 2020 till January 31, 2000 was analyzed. The Wavelet spectrogram shows a peak corresponding to a period of 1 day on the days before January 30. This anomaly was found for signals transmitted at the frequencies 19,58 kHz, 20, 27 kHz, 23,40 kHz with an energy in the peak increasing from 19,58 kHz to 23,40 kHz. In particular, the signal at the frequency 19,58 kHz, shows a peak on January 29, while the frequencies 20,27 kHz and 23,40 kHz are characterized by a peak starting on January 28 and continuing to January 29. The results presented in this work shows the perspective use of the Wavelet spectrum analysis as an operational tool for the detection of anomalies in VLF and LF signal potentially related to EQ precursors.
How to cite: Nico, G., Biagi, P. F., Ermini, A., Boudjada, M. Y., Eichelberger, H. U., Katzis, K., Contadakis, M., Skeberis, C., Moldovan, I. A., Bezzeghoud, M., and Nina, A.: Wavelet analysis applied on temporal data sets in order to reveal possible pre-seismic radio anomalies and comparison with the trend of the raw data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5154, https://doi.org/10.5194/egusphere-egu21-5154, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Since 2009, several radio receivers have been installed throughout Europe in order to realize the INFREP European radio network for studying the VLF (10-50 kHz) and LF (150-300 kHz) radio precursors of earthquakes. Precursors can be related to “anomalies” in the night-time behavior of VLF signals. A suitable method of analysis is the use of the Wavelet spectra. Using the “Morlet function”, the Wavelet transform of a time signal is a complex series that can be usefully represented by its square amplitude, i.e. considering the so-called Wavelet power spectrum.
The power spectrum is a 2D diagram that, once properly normalized with respect to the power of the white noise, gives information on the strength and precise time of occurrence of the various Fourier components, which are present in the original time series. The main difference between the Wavelet power spectra and the Fourier power spectra for the time series is that the former identifies the frequency content along the operational time, which cannot be done with the latter. Anomalies are identified as regions of the Wavelet spectrogram characterized by a sudden increase in the power strength.
On January 30, 2020 an earthquake with Mw= 6.0 occurred in Dodecanese Islands. The results of the Wavelet analysis carried out on data collected some INFREP receivers is compared with the trends of the raw data. The time series from January 24, 2020 till January 31, 2000 was analyzed. The Wavelet spectrogram shows a peak corresponding to a period of 1 day on the days before January 30. This anomaly was found for signals transmitted at the frequencies 19,58 kHz, 20, 27 kHz, 23,40 kHz with an energy in the peak increasing from 19,58 kHz to 23,40 kHz. In particular, the signal at the frequency 19,58 kHz, shows a peak on January 29, while the frequencies 20,27 kHz and 23,40 kHz are characterized by a peak starting on January 28 and continuing to January 29. The results presented in this work shows the perspective use of the Wavelet spectrum analysis as an operational tool for the detection of anomalies in VLF and LF signal potentially related to EQ precursors.
How to cite: Nico, G., Biagi, P. F., Ermini, A., Boudjada, M. Y., Eichelberger, H. U., Katzis, K., Contadakis, M., Skeberis, C., Moldovan, I. A., Bezzeghoud, M., and Nina, A.: Wavelet analysis applied on temporal data sets in order to reveal possible pre-seismic radio anomalies and comparison with the trend of the raw data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5154, https://doi.org/10.5194/egusphere-egu21-5154, 2021.
EGU21-12434 | vPICO presentations | NH6.3
DInSAR monitoring of glacier dynamics in Cordillera Blanca and VilcabambaChristian Riveros Lizana, Raul Espinoza Villar, Harrison Jara Infantes, and Juan Carlos Torres Lazaro
The effects of climate change are causing atypical changes dynamics of tropical glaciers. Conventional methods and optical images were ineffective in measuring these changes periodically due to the complexity of remote mountainous regions and cloud cover. In this research, a Differential Interferometric Synthetic Aperture Radar (DInSAR) analysis has gone performed with Sentinel-1 data from February 2019 to March 2020 in the Cordillera Blanca and Vilcabamba for Mapping displacement and subsidence. The measurements were compared with surface temperature and precipitation, providing zonal statistics to identify and assess regions associated with Glacial Lake Outburst Floods (GLOFs) hazards and enhanced understanding of the glacier dynamics in response to changing climatic conditions.
How to cite: Riveros Lizana, C., Espinoza Villar, R., Jara Infantes, H., and Torres Lazaro, J. C.: DInSAR monitoring of glacier dynamics in Cordillera Blanca and Vilcabamba, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12434, https://doi.org/10.5194/egusphere-egu21-12434, 2021.
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The effects of climate change are causing atypical changes dynamics of tropical glaciers. Conventional methods and optical images were ineffective in measuring these changes periodically due to the complexity of remote mountainous regions and cloud cover. In this research, a Differential Interferometric Synthetic Aperture Radar (DInSAR) analysis has gone performed with Sentinel-1 data from February 2019 to March 2020 in the Cordillera Blanca and Vilcabamba for Mapping displacement and subsidence. The measurements were compared with surface temperature and precipitation, providing zonal statistics to identify and assess regions associated with Glacial Lake Outburst Floods (GLOFs) hazards and enhanced understanding of the glacier dynamics in response to changing climatic conditions.
How to cite: Riveros Lizana, C., Espinoza Villar, R., Jara Infantes, H., and Torres Lazaro, J. C.: DInSAR monitoring of glacier dynamics in Cordillera Blanca and Vilcabamba, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12434, https://doi.org/10.5194/egusphere-egu21-12434, 2021.
NH6.4 – Using satellite soil moisture and rainfall data for the monitoring and the prediction of natural hazards
EGU21-3799 | vPICO presentations | NH6.4
Raindrop size distribution retrieval model from polarization radar observations using neural network techniquesJingxuan Zhu, Enze Chen, and Qiang Dai
Raindrop size distributions (DSD) information plays a significant role in many scientific fields, especially in radar meteorology. DSD has spatial and temporal variation across different storm types and climatic regimes. Since the development of polarimetric weather radar, the large-scale DSD estimation has been a long-standing goal in radar meteorology. Traditional polynomial regression algorithms for ground polarimetric radars are widely used to estimate DSD parameters due to their simple methodology and acceptable accuracy. However, a simple polynomial regression may not be able to deeply explore the intrinsic relationship using available observations. This study therefore proposes a DSD retrieval model that uses dual-polarization radar observations based on long short-term memory (LSTM) network techniques. Three schemes of a normalized gamma DSD parameters (LSTM- D0, LSTM- Nw, and LSTM-µ) are designed with different combinations of polarimetric radar measurement inputs. Results show that all LSTM estimators exhibit better performance than the polynomial regression method. The proposed retrieval model using neural network techniques helps to improve quantitative precipitation estimation of weather radar and make sense of a better understanding of precipitation microphysics.
How to cite: Zhu, J., Chen, E., and Dai, Q.: Raindrop size distribution retrieval model from polarization radar observations using neural network techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3799, https://doi.org/10.5194/egusphere-egu21-3799, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Raindrop size distributions (DSD) information plays a significant role in many scientific fields, especially in radar meteorology. DSD has spatial and temporal variation across different storm types and climatic regimes. Since the development of polarimetric weather radar, the large-scale DSD estimation has been a long-standing goal in radar meteorology. Traditional polynomial regression algorithms for ground polarimetric radars are widely used to estimate DSD parameters due to their simple methodology and acceptable accuracy. However, a simple polynomial regression may not be able to deeply explore the intrinsic relationship using available observations. This study therefore proposes a DSD retrieval model that uses dual-polarization radar observations based on long short-term memory (LSTM) network techniques. Three schemes of a normalized gamma DSD parameters (LSTM- D0, LSTM- Nw, and LSTM-µ) are designed with different combinations of polarimetric radar measurement inputs. Results show that all LSTM estimators exhibit better performance than the polynomial regression method. The proposed retrieval model using neural network techniques helps to improve quantitative precipitation estimation of weather radar and make sense of a better understanding of precipitation microphysics.
How to cite: Zhu, J., Chen, E., and Dai, Q.: Raindrop size distribution retrieval model from polarization radar observations using neural network techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3799, https://doi.org/10.5194/egusphere-egu21-3799, 2021.
EGU21-4924 | vPICO presentations | NH6.4
Soil moisture simulation with the WRF-Hydro modeling system by involving a more precise infiltration process moduleWei Wang, Jia Liu, Chuanzhe Li, Fuliang Yu, and Yuchen Liu
Soil moisture is an important factor affecting atmospheric processes as well as land surface hydrological processes. The description of the infiltration process greatly influences the accuracy of the soil moisture simulation, but there is still a lack of a consistent theoretical framework for predicting the effective fluxes and parameters that control infiltration in the atmospheric-hydrological modeling system. A coupled simulation study of the Weather Research and Forecasting model (WRF) and its terrestrial hydrologic component WRF-Hydro is carried out in two mesoscale watersheds of northern China. An infiltration module that is suitable for convective rainfall with large intensity and mixed runoff generation mechanism is added in WRF-Hydro to replace the original infiltration description. The main principle of the new module is: 1) The grid-based topographic index is used as an indication for the infiltration capacity and the soil water storage capacity across the watersheds; and 2) the infiltration is controlled by the variation of the surface soil moisture during the process of the rain, i.e., the infiltration is in an exponential decline as the increase of the surface soil moisture. Three long-duration rainfall-runoff events during the flood season are selected for this study. WRF runs to provide appropriate meteorological inputs to WRF-Hydro, and the simulated soil moisture results are compared with data from the Global Land Data Assimilation System (GLDAS). The results show that the added infiltration module, compared to the original, produces more consistent simulations with the observations regarding the spatial replication of the soil moisture and thus overall results in a higher simulation accuracy.
Keywords: soil moisture, infiltration, WRF-Hydro, topographic index
How to cite: Wang, W., Liu, J., Li, C., Yu, F., and Liu, Y.: Soil moisture simulation with the WRF-Hydro modeling system by involving a more precise infiltration process module, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4924, https://doi.org/10.5194/egusphere-egu21-4924, 2021.
Soil moisture is an important factor affecting atmospheric processes as well as land surface hydrological processes. The description of the infiltration process greatly influences the accuracy of the soil moisture simulation, but there is still a lack of a consistent theoretical framework for predicting the effective fluxes and parameters that control infiltration in the atmospheric-hydrological modeling system. A coupled simulation study of the Weather Research and Forecasting model (WRF) and its terrestrial hydrologic component WRF-Hydro is carried out in two mesoscale watersheds of northern China. An infiltration module that is suitable for convective rainfall with large intensity and mixed runoff generation mechanism is added in WRF-Hydro to replace the original infiltration description. The main principle of the new module is: 1) The grid-based topographic index is used as an indication for the infiltration capacity and the soil water storage capacity across the watersheds; and 2) the infiltration is controlled by the variation of the surface soil moisture during the process of the rain, i.e., the infiltration is in an exponential decline as the increase of the surface soil moisture. Three long-duration rainfall-runoff events during the flood season are selected for this study. WRF runs to provide appropriate meteorological inputs to WRF-Hydro, and the simulated soil moisture results are compared with data from the Global Land Data Assimilation System (GLDAS). The results show that the added infiltration module, compared to the original, produces more consistent simulations with the observations regarding the spatial replication of the soil moisture and thus overall results in a higher simulation accuracy.
Keywords: soil moisture, infiltration, WRF-Hydro, topographic index
How to cite: Wang, W., Liu, J., Li, C., Yu, F., and Liu, Y.: Soil moisture simulation with the WRF-Hydro modeling system by involving a more precise infiltration process module, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4924, https://doi.org/10.5194/egusphere-egu21-4924, 2021.
EGU21-67 | vPICO presentations | NH6.4
The effect of satellite rainfall uncertainty on landslide predictionsBinru Zhao, Enze Chen, and Qi Shen
With the development of remote sensing technology, satellite rainfall products have become more and more credible. Although the potential of satellite rainfall products in landslide hazard assessments has been recognized, few studies evaluate the effect of satellite rainfall uncertainty on landslide predictions. This study attempts to explore the effect of satellite rainfall uncertainty on rainfall-triggered landslide predictions. We select the Emilia-Romagna region in northern Italy as the study area, and the NASA GPM-based IMERG data as the representative of satellite rainfall estimates. Satellite rainfall uncertainty is first characterized by generating rainfall ensembles for rainfall conditions responsible for landslides. The generated rainfall ensembles are then applied to the definition of rainfall thresholds using the bootstrap technique. The prediction performance of rainfall thresholds is finally evaluated through calculating the criteria of hit rate and false alarm rate. We anticipate that this study will encourage the research community to account for the satellite rainfall uncertainty when exploring the use of satellite rainfall in landslide hazard assessment.
How to cite: Zhao, B., Chen, E., and Shen, Q.: The effect of satellite rainfall uncertainty on landslide predictions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-67, https://doi.org/10.5194/egusphere-egu21-67, 2021.
With the development of remote sensing technology, satellite rainfall products have become more and more credible. Although the potential of satellite rainfall products in landslide hazard assessments has been recognized, few studies evaluate the effect of satellite rainfall uncertainty on landslide predictions. This study attempts to explore the effect of satellite rainfall uncertainty on rainfall-triggered landslide predictions. We select the Emilia-Romagna region in northern Italy as the study area, and the NASA GPM-based IMERG data as the representative of satellite rainfall estimates. Satellite rainfall uncertainty is first characterized by generating rainfall ensembles for rainfall conditions responsible for landslides. The generated rainfall ensembles are then applied to the definition of rainfall thresholds using the bootstrap technique. The prediction performance of rainfall thresholds is finally evaluated through calculating the criteria of hit rate and false alarm rate. We anticipate that this study will encourage the research community to account for the satellite rainfall uncertainty when exploring the use of satellite rainfall in landslide hazard assessment.
How to cite: Zhao, B., Chen, E., and Shen, Q.: The effect of satellite rainfall uncertainty on landslide predictions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-67, https://doi.org/10.5194/egusphere-egu21-67, 2021.
EGU21-5620 | vPICO presentations | NH6.4 | Highlight
Using satellite soil moisture and rainfall in the Landslide Hazard Assessment for Situational Awareness systemThomas Stanley, Dalia Kirschbaum, and Robert Emberson
The Landslide Hazard Assessment for Situational Awareness system (LHASA) gives a global view of landslide hazard in nearly real time. Currently, it is being upgraded from version 1 to version 2, which entails improvements along several dimensions. These include the incorporation of new predictors, machine learning, and new event-based landslide inventories. As a result, LHASA version 2 substantially improves on the prior performance and introduces a probabilistic element to the global landslide nowcast.
Data from the soil moisture active-passive (SMAP) satellite has been assimilated into a globally consistent data product with a latency less than 3 days, known as SMAP Level 4. In LHASA, these data represent the antecedent conditions prior to landslide-triggering rainfall. In some cases, soil moisture may have accumulated over a period of many months. The model behind SMAP Level 4 also estimates the amount of snow on the ground, which is an important factor in some landslide events. LHASA also incorporates this information as an antecedent condition that modulates the response to rainfall. Slope, lithology, and active faults were also used as predictor variables. These factors can have a strong influence on where landslides initiate. LHASA relies on precipitation estimates from the Global Precipitation Measurement mission to identify the locations where landslides are most probable. The low latency and consistent global coverage of these data make them ideal for real-time applications at continental to global scales. LHASA relies primarily on rainfall from the last 24 hours to spot hazardous sites, which is rescaled by the local 99th percentile rainfall. However, the multi-day latency of SMAP requires the use of a 2-day antecedent rainfall variable to represent the accumulation of rain between the antecedent soil moisture and current rainfall.
LHASA merges these predictors with XGBoost, a commonly used machine-learning tool, relying on historical landslide inventories to develop the relationship between landslide occurrence and various risk factors. The resulting model relies heavily on current daily rainfall, but other factors also play an important role. LHASA outputs the probability of landslide occurrence on a grid of roughly one kilometer over all continents from 60 North to 60 South latitude. Evaluation over the period 2019-2020 shows that LHASA version 2 doubles the accuracy of the global landslide nowcast without increasing the global false alarm rate.
LHASA also identifies the areas where the human exposure to landslide hazard is most intense. Landslide hazard is divided into 4 levels: minimal, low, moderate, and high. Next, the number of persons and the length of major roads (primary and secondary roads) within each of these areas is calculated for every second-level administrative district (county). These results can be viewed through a web portal hosted at the Goddard Space Flight Center. In addition, users can download daily hazard and exposure data.
LHASA version 2 uses machine learning and satellite data to identify areas of probable landslide hazard within hours of heavy rainfall. Its global maps are significantly more accurate, and it now includes rapid estimates of exposed populations and infrastructure. In addition, a forecast mode will be implemented soon.
How to cite: Stanley, T., Kirschbaum, D., and Emberson, R.: Using satellite soil moisture and rainfall in the Landslide Hazard Assessment for Situational Awareness system, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5620, https://doi.org/10.5194/egusphere-egu21-5620, 2021.
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The Landslide Hazard Assessment for Situational Awareness system (LHASA) gives a global view of landslide hazard in nearly real time. Currently, it is being upgraded from version 1 to version 2, which entails improvements along several dimensions. These include the incorporation of new predictors, machine learning, and new event-based landslide inventories. As a result, LHASA version 2 substantially improves on the prior performance and introduces a probabilistic element to the global landslide nowcast.
Data from the soil moisture active-passive (SMAP) satellite has been assimilated into a globally consistent data product with a latency less than 3 days, known as SMAP Level 4. In LHASA, these data represent the antecedent conditions prior to landslide-triggering rainfall. In some cases, soil moisture may have accumulated over a period of many months. The model behind SMAP Level 4 also estimates the amount of snow on the ground, which is an important factor in some landslide events. LHASA also incorporates this information as an antecedent condition that modulates the response to rainfall. Slope, lithology, and active faults were also used as predictor variables. These factors can have a strong influence on where landslides initiate. LHASA relies on precipitation estimates from the Global Precipitation Measurement mission to identify the locations where landslides are most probable. The low latency and consistent global coverage of these data make them ideal for real-time applications at continental to global scales. LHASA relies primarily on rainfall from the last 24 hours to spot hazardous sites, which is rescaled by the local 99th percentile rainfall. However, the multi-day latency of SMAP requires the use of a 2-day antecedent rainfall variable to represent the accumulation of rain between the antecedent soil moisture and current rainfall.
LHASA merges these predictors with XGBoost, a commonly used machine-learning tool, relying on historical landslide inventories to develop the relationship between landslide occurrence and various risk factors. The resulting model relies heavily on current daily rainfall, but other factors also play an important role. LHASA outputs the probability of landslide occurrence on a grid of roughly one kilometer over all continents from 60 North to 60 South latitude. Evaluation over the period 2019-2020 shows that LHASA version 2 doubles the accuracy of the global landslide nowcast without increasing the global false alarm rate.
LHASA also identifies the areas where the human exposure to landslide hazard is most intense. Landslide hazard is divided into 4 levels: minimal, low, moderate, and high. Next, the number of persons and the length of major roads (primary and secondary roads) within each of these areas is calculated for every second-level administrative district (county). These results can be viewed through a web portal hosted at the Goddard Space Flight Center. In addition, users can download daily hazard and exposure data.
LHASA version 2 uses machine learning and satellite data to identify areas of probable landslide hazard within hours of heavy rainfall. Its global maps are significantly more accurate, and it now includes rapid estimates of exposed populations and infrastructure. In addition, a forecast mode will be implemented soon.
How to cite: Stanley, T., Kirschbaum, D., and Emberson, R.: Using satellite soil moisture and rainfall in the Landslide Hazard Assessment for Situational Awareness system, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5620, https://doi.org/10.5194/egusphere-egu21-5620, 2021.
EGU21-1623 | vPICO presentations | NH6.4
Towards the effective use of Artificial Neural Networks for accessing rainfall thresholds for rainfall-induced landslides, a study based on in-situ and satellite merged rainfall dataLuísa Vieira Lucchese, Guilherme Garcia de Oliveira, and Olavo Correa Pedrollo
Rainfall-induced landslides have caused destruction and deaths in South America. Accessing its triggers can help researchers and policymakers to understand the nature of the events and to develop more effective warning systems. In this research, triggering rainfall for rainfall-induced landslides is evaluated. The soil moisture effect is indirectly represented by the antecedent rainfall, which is an input of the ANN model. The area of the Rolante river basin, in Rio Grande do Sul state, Brazil, is chosen for our analysis. On January 5th, 2017, an extreme rainfall event caused a series of landslides and debris flows in this basin. The landslide scars were mapped using satellite imagery. To calculate the rainfall that triggered the landslides, it was necessary to compute the antecedent rainfall that occurred within the given area. The use of satellite rainfall data is a useful tool, even more so if no gauges are available for the location and time of the rainfall event, which is the case. Remote sensing products that merge the data from in situ stations with satellite rainfall data are increasingly popular. For this research, we employ the data from MERGE (Rozante et al., 2010), that is one of these products, and is focused specifically on Brazilian gauges and territory. For each 12.5x12.5m raster pixel, the rainfall is interpolated to the points and the rainfall volume from the last 24h before the event is accumulated. This is added as training data in our Artificial Neural Network (ANN), along with 11 terrain attributes based on ALOS PALSAR (ASF DAAC, 2015) elevation data and generated by using SAGA GIS. These attributes were presented and analyzed in Lucchese et al. (2020). Sampling follows the procedure suggested in Lucchese et al. (2021, in press). The ANN model is a feedforward neural network with one hidden layer consisting of 20 neurons. The ANN is trained by backpropagation method and cross-validation is used to ensure the correct adjustment of the weights. Metrics are calculated on a separate sample, called verification sample, to avoid bias. After training, and provided with relevant information, the ANN model can estimate the 24h-rainfall thresholds in the region, based on the 2017 event only. The result is a discretized map of rainfall thresholds defined by the execution of the trained ANN. Each pixel of the resulting map should represent the volume of rainfall in 24h necessary to trigger a landslide in that point. As expected, lower thresholds (30 - 60 mm) are located in scarped slopes and the regions where the landslides occurred. However, lowlands and the plateau, which are areas known not to be prone to landslides, show higher rainfall thresholds, although not as high as expected (75 - 95 mm). Mean absolute error for this model is 16.18 mm. The inclusion of more variables and events to the ANN training should favor achieving more reliable outcomes, although, our results are able to show that this methodology has potential to be used for landslide monitoring and prediction.
How to cite: Lucchese, L. V., de Oliveira, G. G., and Pedrollo, O. C.: Towards the effective use of Artificial Neural Networks for accessing rainfall thresholds for rainfall-induced landslides, a study based on in-situ and satellite merged rainfall data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1623, https://doi.org/10.5194/egusphere-egu21-1623, 2021.
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Rainfall-induced landslides have caused destruction and deaths in South America. Accessing its triggers can help researchers and policymakers to understand the nature of the events and to develop more effective warning systems. In this research, triggering rainfall for rainfall-induced landslides is evaluated. The soil moisture effect is indirectly represented by the antecedent rainfall, which is an input of the ANN model. The area of the Rolante river basin, in Rio Grande do Sul state, Brazil, is chosen for our analysis. On January 5th, 2017, an extreme rainfall event caused a series of landslides and debris flows in this basin. The landslide scars were mapped using satellite imagery. To calculate the rainfall that triggered the landslides, it was necessary to compute the antecedent rainfall that occurred within the given area. The use of satellite rainfall data is a useful tool, even more so if no gauges are available for the location and time of the rainfall event, which is the case. Remote sensing products that merge the data from in situ stations with satellite rainfall data are increasingly popular. For this research, we employ the data from MERGE (Rozante et al., 2010), that is one of these products, and is focused specifically on Brazilian gauges and territory. For each 12.5x12.5m raster pixel, the rainfall is interpolated to the points and the rainfall volume from the last 24h before the event is accumulated. This is added as training data in our Artificial Neural Network (ANN), along with 11 terrain attributes based on ALOS PALSAR (ASF DAAC, 2015) elevation data and generated by using SAGA GIS. These attributes were presented and analyzed in Lucchese et al. (2020). Sampling follows the procedure suggested in Lucchese et al. (2021, in press). The ANN model is a feedforward neural network with one hidden layer consisting of 20 neurons. The ANN is trained by backpropagation method and cross-validation is used to ensure the correct adjustment of the weights. Metrics are calculated on a separate sample, called verification sample, to avoid bias. After training, and provided with relevant information, the ANN model can estimate the 24h-rainfall thresholds in the region, based on the 2017 event only. The result is a discretized map of rainfall thresholds defined by the execution of the trained ANN. Each pixel of the resulting map should represent the volume of rainfall in 24h necessary to trigger a landslide in that point. As expected, lower thresholds (30 - 60 mm) are located in scarped slopes and the regions where the landslides occurred. However, lowlands and the plateau, which are areas known not to be prone to landslides, show higher rainfall thresholds, although not as high as expected (75 - 95 mm). Mean absolute error for this model is 16.18 mm. The inclusion of more variables and events to the ANN training should favor achieving more reliable outcomes, although, our results are able to show that this methodology has potential to be used for landslide monitoring and prediction.
How to cite: Lucchese, L. V., de Oliveira, G. G., and Pedrollo, O. C.: Towards the effective use of Artificial Neural Networks for accessing rainfall thresholds for rainfall-induced landslides, a study based on in-situ and satellite merged rainfall data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1623, https://doi.org/10.5194/egusphere-egu21-1623, 2021.
EGU21-14812 | vPICO presentations | NH6.4
Using satellite soil moisture and rainfall data for the monitoring and the prediction of natural hazardsValerio Vivaldi, Massimiliano Bordoni, Luca Brocca, Luca Ciabatta, and Claudia Meisina
Rainfall-induced shallow landslides affect buildings, roads, facilities, cultivations, causing several damages and, sometimes, loss of human lives. It is necessary assessing the most prone zones in a territory where these phenomena could occur and the triggering conditions of these events, which generally correspond to intense and concentrated rainfalls. The most adopted methodologies for the determination of the spatial and temporal probability of occurrence are physically-based models, that quantify the hydrological and the mechanical responses of the slopes according to particular rainfall scenarios. Whereas, they are limited to be applied in a reliable way in little catchments, where geotechnical and hydrological characteristics of the materials are homogeneous. Data-driven models could constraints these, when the predisposing factors of shallow instabilities, allowing to estimate only the susceptibility of a territory, are combined with triggering factors of shallow landslides to allow these methods to estimate also the probability of occurrence and, then, the hazard. This work presents the implementation of a data-driven model able to assses the spatio-temporal probability of occurrence of shallow landslides in large areas by means of a data-driven techniques. The models are based on Multivariate Adaptive Regression Technique (MARS), that links geomorphological, hydrological, geological and land use predisposing factors to triggering factors of shallow failures. These triggering factors correspond to soil saturation degree and rainfall amounts, which are available thanks to satellite measures (ASCAT and GPM). The methodological approach is testing in different catchments of Oltrepò Pavese hilly area (northern Italy), that is representative of Italian Apeninnes environment. This work was made in the frame of the project ANDROMEDA, funded by Fondazione Cariplo.
How to cite: Vivaldi, V., Bordoni, M., Brocca, L., Ciabatta, L., and Meisina, C.: Using satellite soil moisture and rainfall data for the monitoring and the prediction of natural hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14812, https://doi.org/10.5194/egusphere-egu21-14812, 2021.
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Rainfall-induced shallow landslides affect buildings, roads, facilities, cultivations, causing several damages and, sometimes, loss of human lives. It is necessary assessing the most prone zones in a territory where these phenomena could occur and the triggering conditions of these events, which generally correspond to intense and concentrated rainfalls. The most adopted methodologies for the determination of the spatial and temporal probability of occurrence are physically-based models, that quantify the hydrological and the mechanical responses of the slopes according to particular rainfall scenarios. Whereas, they are limited to be applied in a reliable way in little catchments, where geotechnical and hydrological characteristics of the materials are homogeneous. Data-driven models could constraints these, when the predisposing factors of shallow instabilities, allowing to estimate only the susceptibility of a territory, are combined with triggering factors of shallow landslides to allow these methods to estimate also the probability of occurrence and, then, the hazard. This work presents the implementation of a data-driven model able to assses the spatio-temporal probability of occurrence of shallow landslides in large areas by means of a data-driven techniques. The models are based on Multivariate Adaptive Regression Technique (MARS), that links geomorphological, hydrological, geological and land use predisposing factors to triggering factors of shallow failures. These triggering factors correspond to soil saturation degree and rainfall amounts, which are available thanks to satellite measures (ASCAT and GPM). The methodological approach is testing in different catchments of Oltrepò Pavese hilly area (northern Italy), that is representative of Italian Apeninnes environment. This work was made in the frame of the project ANDROMEDA, funded by Fondazione Cariplo.
How to cite: Vivaldi, V., Bordoni, M., Brocca, L., Ciabatta, L., and Meisina, C.: Using satellite soil moisture and rainfall data for the monitoring and the prediction of natural hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14812, https://doi.org/10.5194/egusphere-egu21-14812, 2021.
EGU21-11176 | vPICO presentations | NH6.4
Evaluation of the Performance of Remotely Sensed Rainfall Datasets for Flood Monitoring in the Transboundary Mono River Catchment, Togo and BeninRholan Houngue, Kingsley Ogbu, Adrian Almoradie, and Mariele Evers
The variability and changes noted in the climate over the past decades emphasizes the importance of climate information such as precipitation datasets in the management of flood risks in Benin and Togo. The lack of extensive and functional ground observation networks, introduces satellite-based rainfall datasets as a better alternative which needs however to be evaluated beforehand. This study investigated the performance of four satellite and gauge-based rainfall products –Climate Hazards Group Infrared Precipitation with Station data version v2.0 (CHIRPS), Precipitation Estimation from Remotely Sensed Information using Artificial Neural Networks-Climate Data Record (PERSIANN), Tropical Applications of Meteorology using Satellite data and ground-based observations (TAMSAT) and the Global Precipitation Climatology Centre full daily data (GPCC) – at gauge point level over the Mono River basin which is stretched over Benin and Togo territories. Three synoptic stations located in Tabligbo, Atakpamé and Sokodé were considered because of the completeness of their time series during the study period 1983-2012. The assessments were conducted at daily, dekadal (10-day period), seasonal and annual scale using both continuous and categorical statistics. Results show poor performances at daily and annual temporal scales while the seasonal cycles were well reproduced with Nash-Sutcliffe efficiency equal or higher than 0.94, and correlation coefficient above 0.9. At Tabligbo, CHIRPS and GPCC showed the best statistical results whereas the performance of PERSIANN and TAMSAT varies with the temporal scale and the station. The probability of rainfall detection (POD) and the capability of reproducing extreme daily maxima indicate GPCC as the best product for flood monitoring purposes at daily scale. However, all assessed products exhibited high POD and low false alarm ratio (FAR) at dekadal scale.
How to cite: Houngue, R., Ogbu, K., Almoradie, A., and Evers, M.: Evaluation of the Performance of Remotely Sensed Rainfall Datasets for Flood Monitoring in the Transboundary Mono River Catchment, Togo and Benin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11176, https://doi.org/10.5194/egusphere-egu21-11176, 2021.
The variability and changes noted in the climate over the past decades emphasizes the importance of climate information such as precipitation datasets in the management of flood risks in Benin and Togo. The lack of extensive and functional ground observation networks, introduces satellite-based rainfall datasets as a better alternative which needs however to be evaluated beforehand. This study investigated the performance of four satellite and gauge-based rainfall products –Climate Hazards Group Infrared Precipitation with Station data version v2.0 (CHIRPS), Precipitation Estimation from Remotely Sensed Information using Artificial Neural Networks-Climate Data Record (PERSIANN), Tropical Applications of Meteorology using Satellite data and ground-based observations (TAMSAT) and the Global Precipitation Climatology Centre full daily data (GPCC) – at gauge point level over the Mono River basin which is stretched over Benin and Togo territories. Three synoptic stations located in Tabligbo, Atakpamé and Sokodé were considered because of the completeness of their time series during the study period 1983-2012. The assessments were conducted at daily, dekadal (10-day period), seasonal and annual scale using both continuous and categorical statistics. Results show poor performances at daily and annual temporal scales while the seasonal cycles were well reproduced with Nash-Sutcliffe efficiency equal or higher than 0.94, and correlation coefficient above 0.9. At Tabligbo, CHIRPS and GPCC showed the best statistical results whereas the performance of PERSIANN and TAMSAT varies with the temporal scale and the station. The probability of rainfall detection (POD) and the capability of reproducing extreme daily maxima indicate GPCC as the best product for flood monitoring purposes at daily scale. However, all assessed products exhibited high POD and low false alarm ratio (FAR) at dekadal scale.
How to cite: Houngue, R., Ogbu, K., Almoradie, A., and Evers, M.: Evaluation of the Performance of Remotely Sensed Rainfall Datasets for Flood Monitoring in the Transboundary Mono River Catchment, Togo and Benin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11176, https://doi.org/10.5194/egusphere-egu21-11176, 2021.
NH6.7 – Application of remote sensing and Earth-observation data in natural hazard and risk studies
EGU21-942 | vPICO presentations | NH6.7
Analysis of a large, seismically-induced mass movement after the December 2018, Etna volcano (southern Italy) seismic swarmMatteo Albano, Michele Saroli, Simone Atzori, Marco Moro, Cristiano Tolomei, Christian Bignami, and Salvatore Stramondo
In the last decades, satellite monitoring techniques allowed to discover non-catastrophic slope movements triggered by earthquake shaking and involving deep blind sliding surfaces of old paleo-landslides. Understanding the triggering and attenuation mechanisms of such mass movements is crucial to assess their hazard. On December 2018, the Etna volcano (southern Italy) began a very intense eruption, accompanied by a seismic swarm with magnitudes up to 4.9. Synthetic Aperture Radar data from Sentinel-1 and ALOS-2 identified some local displacements over a hilly area to the southwest of the Etna volcano, near Paternò village. We evaluated the contribution of seismically-induced surface instabilities to the observed ground displacement by employing a multidisciplinary analysis comprising geological, geotechnical and geomorphological data, together with analytical and dynamic modelling. The results of our study allowed us to identify the geometry and kinematics of a previously unknown paleo-landslide. A pseudostatic, limit-equilibrium back-analysis of the landslide mass highlighted that the displacements detected by InSAR data were caused by the undrained seismic instability of the landslide mass, which was dormant before the volcanic eruption, under the light-to-moderate seismic shacking of the December 26, Mw 4.9 earthquake. Such a new observation allowed to identify the geometry and kinematics of a previously unknown landslide mass and confirms that earthquakes have a cumulative effect on landslides that doesn't necessarily manifest as a failure but could evolve in a catastrophic collapse after several earthquakes. Such an aspect must be adequately investigated to identify unknown quiescent landslide bodies and to prevent the effects of their potential collapse during an earthquake.
How to cite: Albano, M., Saroli, M., Atzori, S., Moro, M., Tolomei, C., Bignami, C., and Stramondo, S.: Analysis of a large, seismically-induced mass movement after the December 2018, Etna volcano (southern Italy) seismic swarm, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-942, https://doi.org/10.5194/egusphere-egu21-942, 2021.
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In the last decades, satellite monitoring techniques allowed to discover non-catastrophic slope movements triggered by earthquake shaking and involving deep blind sliding surfaces of old paleo-landslides. Understanding the triggering and attenuation mechanisms of such mass movements is crucial to assess their hazard. On December 2018, the Etna volcano (southern Italy) began a very intense eruption, accompanied by a seismic swarm with magnitudes up to 4.9. Synthetic Aperture Radar data from Sentinel-1 and ALOS-2 identified some local displacements over a hilly area to the southwest of the Etna volcano, near Paternò village. We evaluated the contribution of seismically-induced surface instabilities to the observed ground displacement by employing a multidisciplinary analysis comprising geological, geotechnical and geomorphological data, together with analytical and dynamic modelling. The results of our study allowed us to identify the geometry and kinematics of a previously unknown paleo-landslide. A pseudostatic, limit-equilibrium back-analysis of the landslide mass highlighted that the displacements detected by InSAR data were caused by the undrained seismic instability of the landslide mass, which was dormant before the volcanic eruption, under the light-to-moderate seismic shacking of the December 26, Mw 4.9 earthquake. Such a new observation allowed to identify the geometry and kinematics of a previously unknown landslide mass and confirms that earthquakes have a cumulative effect on landslides that doesn't necessarily manifest as a failure but could evolve in a catastrophic collapse after several earthquakes. Such an aspect must be adequately investigated to identify unknown quiescent landslide bodies and to prevent the effects of their potential collapse during an earthquake.
How to cite: Albano, M., Saroli, M., Atzori, S., Moro, M., Tolomei, C., Bignami, C., and Stramondo, S.: Analysis of a large, seismically-induced mass movement after the December 2018, Etna volcano (southern Italy) seismic swarm, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-942, https://doi.org/10.5194/egusphere-egu21-942, 2021.
EGU21-1000 | vPICO presentations | NH6.7
Assessment of avalanche hazards using remote sensing in the lower Yellow River, ChinaLu Gao, Xiangzhou Xu, Ying Zhao, and Paolo Tarolli
Abstract: Riverbank collapses frequently occur in the lower reaches of the Yellow River, China, which cause environmental changes around the riverbanks and result in a great loss of farmland. An analysis was carried out to understand the riverbanks of the Jiyang Reach via Google Earth. The results show that the three representative segments in the Jiyang Reach, the maximum annual-lateral displacement and average retreat area were 26.0 m/a and 1083.8 m2 during the period 3/31/2016–5/10/2018, respectively. Several factors such as the soil properties, upstream river-control works, bridge piers, and channel bends may change the river flow direction and the scour intensity, thereby increasing the probability of downstream riverbank collapse, which are all causes of riverbanks collapse in the lower Yellow River. Field investigation and research data show that the lower reaches of the Yellow have serious bank-collapse disasters and their riverbanks are still in an unstable state.
keywords: Riverbank collapse; Yellow River; Channel evolution; Riverbank protection
How to cite: Gao, L., Xu, X., Zhao, Y., and Tarolli, P.: Assessment of avalanche hazards using remote sensing in the lower Yellow River, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1000, https://doi.org/10.5194/egusphere-egu21-1000, 2021.
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Abstract: Riverbank collapses frequently occur in the lower reaches of the Yellow River, China, which cause environmental changes around the riverbanks and result in a great loss of farmland. An analysis was carried out to understand the riverbanks of the Jiyang Reach via Google Earth. The results show that the three representative segments in the Jiyang Reach, the maximum annual-lateral displacement and average retreat area were 26.0 m/a and 1083.8 m2 during the period 3/31/2016–5/10/2018, respectively. Several factors such as the soil properties, upstream river-control works, bridge piers, and channel bends may change the river flow direction and the scour intensity, thereby increasing the probability of downstream riverbank collapse, which are all causes of riverbanks collapse in the lower Yellow River. Field investigation and research data show that the lower reaches of the Yellow have serious bank-collapse disasters and their riverbanks are still in an unstable state.
keywords: Riverbank collapse; Yellow River; Channel evolution; Riverbank protection
How to cite: Gao, L., Xu, X., Zhao, Y., and Tarolli, P.: Assessment of avalanche hazards using remote sensing in the lower Yellow River, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1000, https://doi.org/10.5194/egusphere-egu21-1000, 2021.
EGU21-1463 | vPICO presentations | NH6.7
Effects of permeable groins on river regime in the lower Yellow RiverXiuzhu Peng, Xiangzhou Xu, and Lu Gao
Abstract: To control the river regime in the wandering river channels is an important work of ecological protection and high-quality development in the Yellow River Basin. Using MIKE21, this study compared and analyzed the control effects of the spur dike group on the river regime under different oriented angles, layout methods, and dam types. The results show that: (1) A optimal oriented angle existed that can efficiently control the river regime. Among the dikes with three oriented angles designed in this study, the spur dam of 45° has the strongest effect blocking the flow, and the corresponding uniformity coefficient of the flow velocity CV reached the lowest value, 0.44, at this time. Under this condition, the flow-velocity distribution was more stable than that of other angles, dynamic pressure on the bank foundation was relatively small, and thus the groins could play a relatively effective influence on the protection of the river bend. (2) The effect on the river regime of a spur-dike group was more than the total amount of all single spur dikes. If only a single spur dike were arranged, the spur dike would keep the high-speed flow away from the concave bank and protect the riparian line with a length of about 80 m. In contrast, if the spur dikes worked as a group, a single spur dike would protect the riparian line with a length of about 100 m. (3) The diversion effect of the permeable groin in the lower Yellow River is the same as that of the solid groin with the same layout. Both the flow reduction rates of the permeable and solid groins are all close to 80%. It is concluded that the impermeable groins can be widely used in the lower Yellow River for it is able to achieve the expected control effect and relatively safe operation condition in virtue of permeability.
Keywords: wandering river channel; permeable groins; flow characteristics; MIKE21
How to cite: Peng, X., Xu, X., and Gao, L.: Effects of permeable groins on river regime in the lower Yellow River, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1463, https://doi.org/10.5194/egusphere-egu21-1463, 2021.
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Abstract: To control the river regime in the wandering river channels is an important work of ecological protection and high-quality development in the Yellow River Basin. Using MIKE21, this study compared and analyzed the control effects of the spur dike group on the river regime under different oriented angles, layout methods, and dam types. The results show that: (1) A optimal oriented angle existed that can efficiently control the river regime. Among the dikes with three oriented angles designed in this study, the spur dam of 45° has the strongest effect blocking the flow, and the corresponding uniformity coefficient of the flow velocity CV reached the lowest value, 0.44, at this time. Under this condition, the flow-velocity distribution was more stable than that of other angles, dynamic pressure on the bank foundation was relatively small, and thus the groins could play a relatively effective influence on the protection of the river bend. (2) The effect on the river regime of a spur-dike group was more than the total amount of all single spur dikes. If only a single spur dike were arranged, the spur dike would keep the high-speed flow away from the concave bank and protect the riparian line with a length of about 80 m. In contrast, if the spur dikes worked as a group, a single spur dike would protect the riparian line with a length of about 100 m. (3) The diversion effect of the permeable groin in the lower Yellow River is the same as that of the solid groin with the same layout. Both the flow reduction rates of the permeable and solid groins are all close to 80%. It is concluded that the impermeable groins can be widely used in the lower Yellow River for it is able to achieve the expected control effect and relatively safe operation condition in virtue of permeability.
Keywords: wandering river channel; permeable groins; flow characteristics; MIKE21
How to cite: Peng, X., Xu, X., and Gao, L.: Effects of permeable groins on river regime in the lower Yellow River, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1463, https://doi.org/10.5194/egusphere-egu21-1463, 2021.
EGU21-2415 | vPICO presentations | NH6.7
Flood monitoring using Sentinel-1 SAR images in Pearl River basinQiu Junliang, Bowen Cao, Paolo Tarolli, Wenxin Zhang, and Xiankun Yang
The Pearl River Basin (PRB), as the second largest basin in China and one of the densely populated areas in China, is a critical region that exposes to high flood risks. Thus, it is indispensable to monitor the flooding patterns in PRB, so as to understand the flooding mechanism and better respond to the flood hazards. Previous studies about flood monitoring in PRB were mainly conducted by using gauging data of hydrological stations. However, the flood monitoring results would be prone to deviation in the region where the hydrological stations were sparse or without hydrological stations. Moreover, previous studies mainly focused on the urban flood in metropolis in PRB, neglecting the flood extents in rural area, in which the agriculture lands were constantly inundated by flooding water body. To monitor flood more comprehensively, this study will combine hydrological data, precipitation data with Sentinel-1 images to investigate spatial patterns of flood peak and flood extents in PRB. In addition, this study will also combine flood extents with land cover map to calculate the inundated areas of cropland during flood periods. This study will be valuable for flood mitigation, flood prevention and food guarantee in PRB.
How to cite: Junliang, Q., Cao, B., Tarolli, P., Zhang, W., and Yang, X.: Flood monitoring using Sentinel-1 SAR images in Pearl River basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2415, https://doi.org/10.5194/egusphere-egu21-2415, 2021.
The Pearl River Basin (PRB), as the second largest basin in China and one of the densely populated areas in China, is a critical region that exposes to high flood risks. Thus, it is indispensable to monitor the flooding patterns in PRB, so as to understand the flooding mechanism and better respond to the flood hazards. Previous studies about flood monitoring in PRB were mainly conducted by using gauging data of hydrological stations. However, the flood monitoring results would be prone to deviation in the region where the hydrological stations were sparse or without hydrological stations. Moreover, previous studies mainly focused on the urban flood in metropolis in PRB, neglecting the flood extents in rural area, in which the agriculture lands were constantly inundated by flooding water body. To monitor flood more comprehensively, this study will combine hydrological data, precipitation data with Sentinel-1 images to investigate spatial patterns of flood peak and flood extents in PRB. In addition, this study will also combine flood extents with land cover map to calculate the inundated areas of cropland during flood periods. This study will be valuable for flood mitigation, flood prevention and food guarantee in PRB.
How to cite: Junliang, Q., Cao, B., Tarolli, P., Zhang, W., and Yang, X.: Flood monitoring using Sentinel-1 SAR images in Pearl River basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2415, https://doi.org/10.5194/egusphere-egu21-2415, 2021.
EGU21-2938 | vPICO presentations | NH6.7
The epicentral fingerprint of earthquakesPatrizio Petricca, Christian Bignami, and Carlo Doglioni
InSAR images allow to detect the coseismic deformation, delimiting the epicentral area where the larger displacement has been concentrated. The main observations are: 1) the most deformed area in the ideal case is elliptical (for dip-slip faults) or quadrilobated (for strike-slip faults) and coincides with the surface projection of the volume coseismically mobilized in the hanging wall of thrusts and normal faults, or the crustal walls adjacent to strike-slip faults; 2) the dimension of the deformed area detected by InSAR scales with magnitude of earthquake and for M≥6 is always larger than 100 km, increasing to more than 550 km2 for M≈6.5; 3) the seismic epicenter rarely coincide with the area of larger vertical shaking (either downward or upward); 4) the higher macroseismic intensity corresponds to the area of larger vertical displacement, apart from local site amplification effects; 5) outside this area, the vertical displacement is drastically lower, determining the strong attenuation of seismic waves and the decrease of the peak ground acceleration in the surrounding far field area, apart from local site amplifications; 6) the segment of the activated fault constrains the area where the vertical oscillations have been larger, allowing the contemporaneous maximum freedom degree of the crustal volume affected by horizontal maximum shaking, i.e., the near field or epicentral area; 7) therefore, the epicentral area and volume are active, i.e., they coseismically move and are contemporaneously crossed by seismic waves (active volume), whereas the surrounding far field area is mainly fixed and passively crossed by seismic waves (passive volume). Therefore, here we show how the InSAR images of areas affected by earthquakes represent the fingerprint of the epicentral area where the largest shaking has taken place during an earthquake. Seismic hazard assessments should rely on those data.
How to cite: Petricca, P., Bignami, C., and Doglioni, C.: The epicentral fingerprint of earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2938, https://doi.org/10.5194/egusphere-egu21-2938, 2021.
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InSAR images allow to detect the coseismic deformation, delimiting the epicentral area where the larger displacement has been concentrated. The main observations are: 1) the most deformed area in the ideal case is elliptical (for dip-slip faults) or quadrilobated (for strike-slip faults) and coincides with the surface projection of the volume coseismically mobilized in the hanging wall of thrusts and normal faults, or the crustal walls adjacent to strike-slip faults; 2) the dimension of the deformed area detected by InSAR scales with magnitude of earthquake and for M≥6 is always larger than 100 km, increasing to more than 550 km2 for M≈6.5; 3) the seismic epicenter rarely coincide with the area of larger vertical shaking (either downward or upward); 4) the higher macroseismic intensity corresponds to the area of larger vertical displacement, apart from local site amplification effects; 5) outside this area, the vertical displacement is drastically lower, determining the strong attenuation of seismic waves and the decrease of the peak ground acceleration in the surrounding far field area, apart from local site amplifications; 6) the segment of the activated fault constrains the area where the vertical oscillations have been larger, allowing the contemporaneous maximum freedom degree of the crustal volume affected by horizontal maximum shaking, i.e., the near field or epicentral area; 7) therefore, the epicentral area and volume are active, i.e., they coseismically move and are contemporaneously crossed by seismic waves (active volume), whereas the surrounding far field area is mainly fixed and passively crossed by seismic waves (passive volume). Therefore, here we show how the InSAR images of areas affected by earthquakes represent the fingerprint of the epicentral area where the largest shaking has taken place during an earthquake. Seismic hazard assessments should rely on those data.
How to cite: Petricca, P., Bignami, C., and Doglioni, C.: The epicentral fingerprint of earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2938, https://doi.org/10.5194/egusphere-egu21-2938, 2021.
EGU21-3206 | vPICO presentations | NH6.7
VEdge_Detector: Automated coastal vegetation edge detection using a convolutional neural networkMartin Rogers, Tom Spencer, Mike Bithell, and Sue Brooks
Coastal communities, land covers and intertidal habitats are vulnerable receptors of erosion, flooding or both in combination. This vulnerability is likely to increase with sea level rise and greater storminess over future decadal-scale time periods. The accurate, rapid and wide-scale determination of shoreline position, and its migration, is therefore imperative for future coastal risk adaptation and management. Developments in the spectral and temporal resolution and availability of multispectral satellite imagery opens new opportunities to rapidly and repeatedly monitor change in shoreline position to inform coastal risk management decisions. This presentation discusses the development and application of an automated tool, VEdge_Detector, to extract the coastal vegetation line from high spatial resolution (Planet's 3 – 5 m) remote sensing imagery, training a very deep convolutional neural network (Holistically-Nested Edge Detection) to predict sequential vegetation line locations on annual/decadal timescales. The VEdge_Detector outputs were compared with vegetation lines derived from ground-referenced positional measurements and manually digitised aerial photographs, revealing a mean distance error of <6 m (two image pixels) and > 84% producer accuracy at six out of the seven sites. Extracting vegetation lines from Planet imagery of the rapidly retreating cliffed coastline at Covehithe, Suffolk, UK identified a mean landward retreat rate >3 m a-1 (2010 - 2020). Plausible vegetation lines were successfully retrieved from images of other global locations, which were not used to train the neural network; although significant areas of exposed rocky coastline proved to be less well recovered by VEdge_Detector. The method therefore promises the possibility of generalising to estimate retreat of sandy coastlines in otherwise data-poor areas, which lack ground-referenced measurements. Vegetation line outputs derived from VEdge_Detector are produced rapidly and efficiently compared to more traditional non-automated methods. These outputs also have the potential to inform upon a range of future coastal risk management decisions, including hazard and risk mapping considering future shoreline change.
How to cite: Rogers, M., Spencer, T., Bithell, M., and Brooks, S.: VEdge_Detector: Automated coastal vegetation edge detection using a convolutional neural network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3206, https://doi.org/10.5194/egusphere-egu21-3206, 2021.
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Coastal communities, land covers and intertidal habitats are vulnerable receptors of erosion, flooding or both in combination. This vulnerability is likely to increase with sea level rise and greater storminess over future decadal-scale time periods. The accurate, rapid and wide-scale determination of shoreline position, and its migration, is therefore imperative for future coastal risk adaptation and management. Developments in the spectral and temporal resolution and availability of multispectral satellite imagery opens new opportunities to rapidly and repeatedly monitor change in shoreline position to inform coastal risk management decisions. This presentation discusses the development and application of an automated tool, VEdge_Detector, to extract the coastal vegetation line from high spatial resolution (Planet's 3 – 5 m) remote sensing imagery, training a very deep convolutional neural network (Holistically-Nested Edge Detection) to predict sequential vegetation line locations on annual/decadal timescales. The VEdge_Detector outputs were compared with vegetation lines derived from ground-referenced positional measurements and manually digitised aerial photographs, revealing a mean distance error of <6 m (two image pixels) and > 84% producer accuracy at six out of the seven sites. Extracting vegetation lines from Planet imagery of the rapidly retreating cliffed coastline at Covehithe, Suffolk, UK identified a mean landward retreat rate >3 m a-1 (2010 - 2020). Plausible vegetation lines were successfully retrieved from images of other global locations, which were not used to train the neural network; although significant areas of exposed rocky coastline proved to be less well recovered by VEdge_Detector. The method therefore promises the possibility of generalising to estimate retreat of sandy coastlines in otherwise data-poor areas, which lack ground-referenced measurements. Vegetation line outputs derived from VEdge_Detector are produced rapidly and efficiently compared to more traditional non-automated methods. These outputs also have the potential to inform upon a range of future coastal risk management decisions, including hazard and risk mapping considering future shoreline change.
How to cite: Rogers, M., Spencer, T., Bithell, M., and Brooks, S.: VEdge_Detector: Automated coastal vegetation edge detection using a convolutional neural network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3206, https://doi.org/10.5194/egusphere-egu21-3206, 2021.
EGU21-5799 | vPICO presentations | NH6.7
Improve Drone Survey Hazard Mapping technology to decipher landslide activity and geomorphological evolutionKuo-Jen Chang, Ho-Hsuan Chang, Yu-Chung Hsieh, and Mei-Jen Huang
The Tsaoling Landslide is one of the largest landslides in Taiwan caused by the Chi-Chi Earthquake in 1999. More than 130 million cubic meters of rocks and debris blocked the Chingshui Stream channel and formed a landslide dammed lake. In July 2004, Typhoon Mindulle completely filled the dam by the debris of the landslides initially situated on the higher upstream regions. Since then, the river channel in the region of the filled dam lake and the seismogenic Tsaoling landslide accumulation began to cut down by fluvial erosion and transportation, eventually forming multiple river terraces and deep valley. In 2009, extreme heavy rain fall hit the area again by the typhoon Morakot, causing deformation of the eastern flank of the landslide area and major river channel migration. However, relative environmental changes and geomorphical evolution in Tsaoling landslide area have received less attention. In recent years, the remote sensing technology improves rapidly, providing a wide range of image, essential and precise geoinformation. The Small unmanned aircraft system (sUAS) has been widely used in landslide monitoring and geomorphic change detection. On the basis of self-made drones, we have established a multi-temporal high-resolution DTMs, so as to access and to monitoring the post-landslide activities and topographic changes the Tsaoling area regularly and continuously. The result shows that, especially during the monsoon (spring rainy season) in June 2017, the small cliff of minor scarp on the main sliding surface has an important cliff line retreat. The maximum retreat distance exceeds 150 meters, and the volume of the landslide situated on the original sliding surface exceeds 1.5 million cubic meters. Over the next few years, the data set indicated that the topography of the area change continued. In this study, on the one hand, we are actively exploring new algorithms to minimize the relative error of the terrain in each period to accurately calculate the morphological changes in each period. On the other hand, the geomorphic changes indicate the landslide activity, and the characteristics of the river processes in the Tsaoling landslide area. Since 2016, through 8 multi-temporal UAS missions in Tsaoling area, the results indicate that the area is continues to deform and remain active. As a result, it is still worthwhile to monitor continuously.
How to cite: Chang, K.-J., Chang, H.-H., Hsieh, Y.-C., and Huang, M.-J.: Improve Drone Survey Hazard Mapping technology to decipher landslide activity and geomorphological evolution, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5799, https://doi.org/10.5194/egusphere-egu21-5799, 2021.
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The Tsaoling Landslide is one of the largest landslides in Taiwan caused by the Chi-Chi Earthquake in 1999. More than 130 million cubic meters of rocks and debris blocked the Chingshui Stream channel and formed a landslide dammed lake. In July 2004, Typhoon Mindulle completely filled the dam by the debris of the landslides initially situated on the higher upstream regions. Since then, the river channel in the region of the filled dam lake and the seismogenic Tsaoling landslide accumulation began to cut down by fluvial erosion and transportation, eventually forming multiple river terraces and deep valley. In 2009, extreme heavy rain fall hit the area again by the typhoon Morakot, causing deformation of the eastern flank of the landslide area and major river channel migration. However, relative environmental changes and geomorphical evolution in Tsaoling landslide area have received less attention. In recent years, the remote sensing technology improves rapidly, providing a wide range of image, essential and precise geoinformation. The Small unmanned aircraft system (sUAS) has been widely used in landslide monitoring and geomorphic change detection. On the basis of self-made drones, we have established a multi-temporal high-resolution DTMs, so as to access and to monitoring the post-landslide activities and topographic changes the Tsaoling area regularly and continuously. The result shows that, especially during the monsoon (spring rainy season) in June 2017, the small cliff of minor scarp on the main sliding surface has an important cliff line retreat. The maximum retreat distance exceeds 150 meters, and the volume of the landslide situated on the original sliding surface exceeds 1.5 million cubic meters. Over the next few years, the data set indicated that the topography of the area change continued. In this study, on the one hand, we are actively exploring new algorithms to minimize the relative error of the terrain in each period to accurately calculate the morphological changes in each period. On the other hand, the geomorphic changes indicate the landslide activity, and the characteristics of the river processes in the Tsaoling landslide area. Since 2016, through 8 multi-temporal UAS missions in Tsaoling area, the results indicate that the area is continues to deform and remain active. As a result, it is still worthwhile to monitor continuously.
How to cite: Chang, K.-J., Chang, H.-H., Hsieh, Y.-C., and Huang, M.-J.: Improve Drone Survey Hazard Mapping technology to decipher landslide activity and geomorphological evolution, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5799, https://doi.org/10.5194/egusphere-egu21-5799, 2021.
EGU21-6963 | vPICO presentations | NH6.7
Multi-Criteria Decision Analysis of Coastal Inundation at Regional scaleVinay Shivamurthy and Bharath Aithal
Coastal flooding are natural processes that are both i) essential (providing nutrients to the coastal vegetation, habitats) and ii) hazardous (negatively impact human activities, livelihood, assets, livestock and so on). Climate changes have induced higher frequency of floods, rising sea levels, high amplitude tides and other climatic extremes at regional to global scales. The increasing intensity, duration of floods is proportionately increasing the risks associated with coastal human habitations. The regional risks are defined based on the physical, demographic, socio-economic vulnerability of the habitants. Sea level rise would further enhance the coastal inundations permanently breaching these productive, densely populated regions. This necessitates the need for spatially assessing the relative hazard, vulnerability and risks at regional scales to reduce/mitigate risks.
Indian subcontinent supports the second largest global population, with numerous megacities, towns and villages along the coast and mainland. This study's main objective is to quantify the risk associated with inundations caused by rising sea levels, tidal surge at the regional level. As a case study, Sagar Island located in the verge of Sundarbans, south of West Bengal is considered. Flood risk assessment in the island has been carried out using Multi-Criteria Decision Analysis (MCDA) framework based on 23 spatial parameters.
Results indicate, within a century (1922 – 2020), the island has lost most of its natural vegetation (mangroves - Sundarbans) (47% to 3%), with increasing cultivated (agriculture, horticulture) spaces (77.4 %) and built-up environs (8.2%). Sea level rise varies from 4.4 mm/year (South) to 5.25 mm/year (North) and in the last century has breached over 2824 hectares of mainland. The study's findings reveal 19.8% of horticulture and 33.3% of agriculture assets are highly exposed to natural hazards. 1.34% population are at relatively very high-risk levels, 17.81% at high-risk levels. The study's findings reveal the variable importance of socio-economic, demographic, topographic and proximity to public service, in defining the flood vulnerability and risk towards the habitants. The approach and findings of paves the way for planning authorities to prioritise risk mitigation strategies that are region-specific to reduce the impact of inundation due to natural hazards
Keywords: Sea level rise, Flood risk, MCDA, Vulnerability, flood hazard
How to cite: Shivamurthy, V. and Aithal, B.: Multi-Criteria Decision Analysis of Coastal Inundation at Regional scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6963, https://doi.org/10.5194/egusphere-egu21-6963, 2021.
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Coastal flooding are natural processes that are both i) essential (providing nutrients to the coastal vegetation, habitats) and ii) hazardous (negatively impact human activities, livelihood, assets, livestock and so on). Climate changes have induced higher frequency of floods, rising sea levels, high amplitude tides and other climatic extremes at regional to global scales. The increasing intensity, duration of floods is proportionately increasing the risks associated with coastal human habitations. The regional risks are defined based on the physical, demographic, socio-economic vulnerability of the habitants. Sea level rise would further enhance the coastal inundations permanently breaching these productive, densely populated regions. This necessitates the need for spatially assessing the relative hazard, vulnerability and risks at regional scales to reduce/mitigate risks.
Indian subcontinent supports the second largest global population, with numerous megacities, towns and villages along the coast and mainland. This study's main objective is to quantify the risk associated with inundations caused by rising sea levels, tidal surge at the regional level. As a case study, Sagar Island located in the verge of Sundarbans, south of West Bengal is considered. Flood risk assessment in the island has been carried out using Multi-Criteria Decision Analysis (MCDA) framework based on 23 spatial parameters.
Results indicate, within a century (1922 – 2020), the island has lost most of its natural vegetation (mangroves - Sundarbans) (47% to 3%), with increasing cultivated (agriculture, horticulture) spaces (77.4 %) and built-up environs (8.2%). Sea level rise varies from 4.4 mm/year (South) to 5.25 mm/year (North) and in the last century has breached over 2824 hectares of mainland. The study's findings reveal 19.8% of horticulture and 33.3% of agriculture assets are highly exposed to natural hazards. 1.34% population are at relatively very high-risk levels, 17.81% at high-risk levels. The study's findings reveal the variable importance of socio-economic, demographic, topographic and proximity to public service, in defining the flood vulnerability and risk towards the habitants. The approach and findings of paves the way for planning authorities to prioritise risk mitigation strategies that are region-specific to reduce the impact of inundation due to natural hazards
Keywords: Sea level rise, Flood risk, MCDA, Vulnerability, flood hazard
How to cite: Shivamurthy, V. and Aithal, B.: Multi-Criteria Decision Analysis of Coastal Inundation at Regional scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6963, https://doi.org/10.5194/egusphere-egu21-6963, 2021.
EGU21-8011 | vPICO presentations | NH6.7
Multi-temporal analysis of optical remote sensing for time-series displacement of gravitational mass movements, Sattelkar, Obersulzbach Valley, AustriaDoris Hermle, Michele Gaeta, Markus Keuschnig, Paolo Mazzanti, and Michael Krautblatter
Remote sensing for natural hazard assessment and applications offers data on even vast areas, often difficult and dangerous to access. Today, satellite data providers such as PlanetLabs Inc. and the European Copernicus program provide a sub-weekly acquisition frequency of high resolution multispectral imagery. The availability of this high temporal data density suggests that the detection of short-term changes is possible; however, limitations of this data regarding qualitative, spatiotemporal reliability for the early warning of gravitational mass movements have not been analysed and extensively tested.
This study analyses the effective detection and monitoring potential of PlanetScope Ortho Tiles (3.125 m, daily revisit rate) and Sentinel-2 (10 m, 5-day revisit) satellite imagery between 2018 and 2020. These results are compared to high accuracy UAS orthoimages (0.16 m, 5 acquisitions from 2018-2020). The analysis is conducted based on digital image correlation (DIC) using COSI-Corr (Caltech), a well-established software and the newly developed IRIS (NHAZCA). The mass wasting processes in a steep, glacially-eroded, high alpine cirque, Sattelkar (2’130-2’730 m asl), Austria, are investigated. It is surrounded by a headwall of granitic gneiss with a cirque infill characterised by massive volumes of glacial and periglacial debris including rockfall deposits. Since 2003 the dynamics of these processes have been increased, and between 2012-2015 rates up to 30 m/a were observed.
Similar results are returned by the two software tools regarding hot-spot detection and signal-to-noise ratio; nonetheless IRIS results in an overall better detection, including a more delimitable ground motion area, with its iterative reference and secondary image combination. This analysis is supported by field investigations as well as clearly demarcated DIC-results from UAS imagery. Here, COSI-Corr shows limitations in the form of decorrelation and ambiguous velocity vectors due to high ground motion and surface changes for very high resolution of this input data. In contrast, IRIS performs better returning more coherent displacement rates. The results of both DIC tools for satellite images are affected by spatial resolution, data quality and imprecise image co-registration.
Knowledge of data potential and applicability is of high importance for a reliable and precise detection of gravitational mass movements. UAS data provides trustworthy, relative ground motion rates for moderate velocities and thus the possibility to draw conclusions regarding landslide processes. In contrast satellite data returns results which cannot always be clearly delimited due to spatial resolution, precision, and accuracy. Nevertheless, iterative calculations by IRIS improve the validity of the results.
How to cite: Hermle, D., Gaeta, M., Keuschnig, M., Mazzanti, P., and Krautblatter, M.: Multi-temporal analysis of optical remote sensing for time-series displacement of gravitational mass movements, Sattelkar, Obersulzbach Valley, Austria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8011, https://doi.org/10.5194/egusphere-egu21-8011, 2021.
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Remote sensing for natural hazard assessment and applications offers data on even vast areas, often difficult and dangerous to access. Today, satellite data providers such as PlanetLabs Inc. and the European Copernicus program provide a sub-weekly acquisition frequency of high resolution multispectral imagery. The availability of this high temporal data density suggests that the detection of short-term changes is possible; however, limitations of this data regarding qualitative, spatiotemporal reliability for the early warning of gravitational mass movements have not been analysed and extensively tested.
This study analyses the effective detection and monitoring potential of PlanetScope Ortho Tiles (3.125 m, daily revisit rate) and Sentinel-2 (10 m, 5-day revisit) satellite imagery between 2018 and 2020. These results are compared to high accuracy UAS orthoimages (0.16 m, 5 acquisitions from 2018-2020). The analysis is conducted based on digital image correlation (DIC) using COSI-Corr (Caltech), a well-established software and the newly developed IRIS (NHAZCA). The mass wasting processes in a steep, glacially-eroded, high alpine cirque, Sattelkar (2’130-2’730 m asl), Austria, are investigated. It is surrounded by a headwall of granitic gneiss with a cirque infill characterised by massive volumes of glacial and periglacial debris including rockfall deposits. Since 2003 the dynamics of these processes have been increased, and between 2012-2015 rates up to 30 m/a were observed.
Similar results are returned by the two software tools regarding hot-spot detection and signal-to-noise ratio; nonetheless IRIS results in an overall better detection, including a more delimitable ground motion area, with its iterative reference and secondary image combination. This analysis is supported by field investigations as well as clearly demarcated DIC-results from UAS imagery. Here, COSI-Corr shows limitations in the form of decorrelation and ambiguous velocity vectors due to high ground motion and surface changes for very high resolution of this input data. In contrast, IRIS performs better returning more coherent displacement rates. The results of both DIC tools for satellite images are affected by spatial resolution, data quality and imprecise image co-registration.
Knowledge of data potential and applicability is of high importance for a reliable and precise detection of gravitational mass movements. UAS data provides trustworthy, relative ground motion rates for moderate velocities and thus the possibility to draw conclusions regarding landslide processes. In contrast satellite data returns results which cannot always be clearly delimited due to spatial resolution, precision, and accuracy. Nevertheless, iterative calculations by IRIS improve the validity of the results.
How to cite: Hermle, D., Gaeta, M., Keuschnig, M., Mazzanti, P., and Krautblatter, M.: Multi-temporal analysis of optical remote sensing for time-series displacement of gravitational mass movements, Sattelkar, Obersulzbach Valley, Austria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8011, https://doi.org/10.5194/egusphere-egu21-8011, 2021.
EGU21-8562 | vPICO presentations | NH6.7
A view of recent forest fire in Australia by satellite derived indicesKim-Anh Nguyen, Yuei-An Liou, and Le-Thu Ho
Bushfire is one of the dangerous natural manmade hazards. It can cause great damges to the air quality, human health, environment and bio-diversity. In addition, forest fires may be a potential and signigicant source of polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans. In early 2020, Australia experienced serious bushfires with over an area of estimated 18.6 million hectares burned, over 5,900 buidlings (including 2, 779 homes) destroyed, and at least 34 people (including three fire fighters) and billion animals and some endangered species killed. Subsequently, air quality was degraded to hazardous levels. It was estimated that about 360 million tonnes of CO2 was emitted as of 2 Jan. 2020 by NASA. Remote sensing data has been instrumental for the environmental monitoring in particular the bushfire. Many methods and algorithms have been proposed to detect the burned areas in the forest. However, it is challenging or even infeasible to routinely apply them by non-experts due to a chain of sophisticated schemes during their implementation. Here, we present a simple and effective method for mapping a burned area. The performances of different optical sensors and indices are conducted. Sentinel-2 MSI and Landsat 8 data are ultilized for the comparison of burned forest by analyzing different indices (including NDVI, NDBR and newly development index Nomarlized Difference Laten Heat Index (NDLI)). The forest damages are estimated over the Katoombar, Austrialia and the burning severity map is generated and classified into eight levels (none, high regrowth, lowregrowth, unburned, low severity, moderate low severity, moderate high severity, and high severity). The comparision in results from Sentinel-2 MSI data and Landsat image is performed and presented.
How to cite: Nguyen, K.-A., Liou, Y.-A., and Ho, L.-T.: A view of recent forest fire in Australia by satellite derived indices, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8562, https://doi.org/10.5194/egusphere-egu21-8562, 2021.
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Bushfire is one of the dangerous natural manmade hazards. It can cause great damges to the air quality, human health, environment and bio-diversity. In addition, forest fires may be a potential and signigicant source of polychlorinated dibenzo-p-dioxins and polychlorinated dibenzofurans. In early 2020, Australia experienced serious bushfires with over an area of estimated 18.6 million hectares burned, over 5,900 buidlings (including 2, 779 homes) destroyed, and at least 34 people (including three fire fighters) and billion animals and some endangered species killed. Subsequently, air quality was degraded to hazardous levels. It was estimated that about 360 million tonnes of CO2 was emitted as of 2 Jan. 2020 by NASA. Remote sensing data has been instrumental for the environmental monitoring in particular the bushfire. Many methods and algorithms have been proposed to detect the burned areas in the forest. However, it is challenging or even infeasible to routinely apply them by non-experts due to a chain of sophisticated schemes during their implementation. Here, we present a simple and effective method for mapping a burned area. The performances of different optical sensors and indices are conducted. Sentinel-2 MSI and Landsat 8 data are ultilized for the comparison of burned forest by analyzing different indices (including NDVI, NDBR and newly development index Nomarlized Difference Laten Heat Index (NDLI)). The forest damages are estimated over the Katoombar, Austrialia and the burning severity map is generated and classified into eight levels (none, high regrowth, lowregrowth, unburned, low severity, moderate low severity, moderate high severity, and high severity). The comparision in results from Sentinel-2 MSI data and Landsat image is performed and presented.
How to cite: Nguyen, K.-A., Liou, Y.-A., and Ho, L.-T.: A view of recent forest fire in Australia by satellite derived indices, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8562, https://doi.org/10.5194/egusphere-egu21-8562, 2021.
EGU21-9202 | vPICO presentations | NH6.7
Damage assessment mapping of rural environments; integration of SAR and Optical dataShiran Havivi, Stanley R. Rotman, Dan G. Blumberg, and Shimrit Maman
The damage caused by a natural disaster in rural areas differs in nature, extent, landscape and in structure, from the damage in urban environments. Previous and current studies focus mainly on mapping damaged structures in urban areas after catastrophe events such as an earthquake or tsunami. Yet, research focusing on the damage level or its distribution in rural areas is absent. In order to apply an emergency response and for effective disaster management, it is necessary to understand and characterize the nature of the damage in each different environment.
Havivi et al. (2018), published a damage assessment algorithm that makes use of SAR images combined with optical data, for rapid mapping and compiling a damage assessment map following a natural disaster. The affected areas are analyzed using interferometric SAR (InSAR) coherence. To overcome the loss of coherence caused by changes in vegetation, optical images are used to produce a mask by computing the Normalized Difference Vegetation Index (NDVI) and removing the vegetated area from the scene. Due to the differences in geomorphological settings and landuse\landcover between rural and urban settlements, the above algorithm is modified and adjusted by inserting the Modified Normalized Difference Water Index (MNDWI) to better suit rural environments and their unique response after a disaster. MNDWI is used for detection, identification and extraction of waterbodies (such as irrigation canals, streams, rivers, lakes, etc.), allowing their removal which causes lack of coherence at the post stage of the event. Furthermore, it is used as an indicator for highlighting prone regions that might be severely affected pre disaster event. Thresholds are determined for the co-event coherence map (≤ 0.5), the NDVI (≥ 0.4) and the MNDWI (≥ 0), and the three layers are combined into one. Based on the combined map, a damage assessment map is generated.
As a case study, this algorithm was applied to the areas affected by multi-hazard event, following the Sulawesi earthquake and subsequent tsunami in Palu, Indonesia, which occurred on September 28th, 2018. High-resolution COSMO-SkyMed images pre and post the event, alongside a Sentinel-2 image pre- event are used as inputs. The output damage assessment map provides a quantitative assessment and spatial distribution of the damage in both the rural and urban environments. The results highlight the applicability of the algorithm for a variety of disaster events and sensors. In addition, the results enhance the contribution of the water component to the analysis pre and post the event in rural areas. Thus, while in urban regions the spatial extent of the damage will occur in its proximity to the coastline or the fault, rural regions, even in significant distance will experience extensive damage due secondary hazards as liquefaction processes.
How to cite: Havivi, S., Rotman, S. R., Blumberg, D. G., and Maman, S.: Damage assessment mapping of rural environments; integration of SAR and Optical data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9202, https://doi.org/10.5194/egusphere-egu21-9202, 2021.
The damage caused by a natural disaster in rural areas differs in nature, extent, landscape and in structure, from the damage in urban environments. Previous and current studies focus mainly on mapping damaged structures in urban areas after catastrophe events such as an earthquake or tsunami. Yet, research focusing on the damage level or its distribution in rural areas is absent. In order to apply an emergency response and for effective disaster management, it is necessary to understand and characterize the nature of the damage in each different environment.
Havivi et al. (2018), published a damage assessment algorithm that makes use of SAR images combined with optical data, for rapid mapping and compiling a damage assessment map following a natural disaster. The affected areas are analyzed using interferometric SAR (InSAR) coherence. To overcome the loss of coherence caused by changes in vegetation, optical images are used to produce a mask by computing the Normalized Difference Vegetation Index (NDVI) and removing the vegetated area from the scene. Due to the differences in geomorphological settings and landuse\landcover between rural and urban settlements, the above algorithm is modified and adjusted by inserting the Modified Normalized Difference Water Index (MNDWI) to better suit rural environments and their unique response after a disaster. MNDWI is used for detection, identification and extraction of waterbodies (such as irrigation canals, streams, rivers, lakes, etc.), allowing their removal which causes lack of coherence at the post stage of the event. Furthermore, it is used as an indicator for highlighting prone regions that might be severely affected pre disaster event. Thresholds are determined for the co-event coherence map (≤ 0.5), the NDVI (≥ 0.4) and the MNDWI (≥ 0), and the three layers are combined into one. Based on the combined map, a damage assessment map is generated.
As a case study, this algorithm was applied to the areas affected by multi-hazard event, following the Sulawesi earthquake and subsequent tsunami in Palu, Indonesia, which occurred on September 28th, 2018. High-resolution COSMO-SkyMed images pre and post the event, alongside a Sentinel-2 image pre- event are used as inputs. The output damage assessment map provides a quantitative assessment and spatial distribution of the damage in both the rural and urban environments. The results highlight the applicability of the algorithm for a variety of disaster events and sensors. In addition, the results enhance the contribution of the water component to the analysis pre and post the event in rural areas. Thus, while in urban regions the spatial extent of the damage will occur in its proximity to the coastline or the fault, rural regions, even in significant distance will experience extensive damage due secondary hazards as liquefaction processes.
How to cite: Havivi, S., Rotman, S. R., Blumberg, D. G., and Maman, S.: Damage assessment mapping of rural environments; integration of SAR and Optical data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9202, https://doi.org/10.5194/egusphere-egu21-9202, 2021.
EGU21-9994 | vPICO presentations | NH6.7
HEIMDALL: a H2020 project aimed at developing a multi-hazard Cooperative Management, Data Exchange, Response Planning and Scenario Building tool: the landslides case.Guido Luzi, José Antonio Navarro, Anna Barra, Oriol Monserrat, and Michele Crosetto
This contribution describes the objectives and the tasks carried out within HEIMDALL, a four-years European project (H2020), whose general aim was to assist the management of emergencies related to fires, flooding and land movements. In particular the authors focus on the tools developed in the case of the landslide’s scenario, using spaceborne and Ground Based radar interferometry. The core of the architecture of HEIMDALL is a system platform which collects data obtained through simulation, Earth Observation images and in-situ sensors measurements to provide updated information and support the activities of several actors involved in disaster management (preparedness, response, and recovery). A multi-hazard Cooperative Management, for Data Exchange, Response Planning and Scenario Building is the rationale of the final product. Concerning the landslides case, two products are integrated as external data sources. The first one is a map of the Active Deformation Areas (ADA) detected through the DInSAR processing technique, using a set of SAR images acquired every 6 days by the satellite Sentinel-1, this product allows the identification and characterization of potential landslides at a regional scale. The second one operates at a local scale; it includes deformation maps covering single slopes obtained through a Ground Based SAR system installed in-situ. This last tool is proposed to provide both continuous and discontinuous (periodical) monitoring for the assessment and updating of the scenario of risk (together with model based on meteorological parameters and simulations) and supporting the recovery phase. HEIMDALL guarantees an information access and sharing among the involved stakeholders, including the population and the first responders on the field. The possibility to integrate data coming from different techniques improves the real time understanding of the situation and, by using advanced multi-hazard methods, allows to develop realistic multi-disciplinary scenarios of risk, vulnerability assessment, information sharing and emergency response. The main added value of using the HEIMDALL service platform results in a valuable, direct, situation assessment which can strength the decision tools.
How to cite: Luzi, G., Navarro, J. A., Barra, A., Monserrat, O., and Crosetto, M.: HEIMDALL: a H2020 project aimed at developing a multi-hazard Cooperative Management, Data Exchange, Response Planning and Scenario Building tool: the landslides case., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9994, https://doi.org/10.5194/egusphere-egu21-9994, 2021.
This contribution describes the objectives and the tasks carried out within HEIMDALL, a four-years European project (H2020), whose general aim was to assist the management of emergencies related to fires, flooding and land movements. In particular the authors focus on the tools developed in the case of the landslide’s scenario, using spaceborne and Ground Based radar interferometry. The core of the architecture of HEIMDALL is a system platform which collects data obtained through simulation, Earth Observation images and in-situ sensors measurements to provide updated information and support the activities of several actors involved in disaster management (preparedness, response, and recovery). A multi-hazard Cooperative Management, for Data Exchange, Response Planning and Scenario Building is the rationale of the final product. Concerning the landslides case, two products are integrated as external data sources. The first one is a map of the Active Deformation Areas (ADA) detected through the DInSAR processing technique, using a set of SAR images acquired every 6 days by the satellite Sentinel-1, this product allows the identification and characterization of potential landslides at a regional scale. The second one operates at a local scale; it includes deformation maps covering single slopes obtained through a Ground Based SAR system installed in-situ. This last tool is proposed to provide both continuous and discontinuous (periodical) monitoring for the assessment and updating of the scenario of risk (together with model based on meteorological parameters and simulations) and supporting the recovery phase. HEIMDALL guarantees an information access and sharing among the involved stakeholders, including the population and the first responders on the field. The possibility to integrate data coming from different techniques improves the real time understanding of the situation and, by using advanced multi-hazard methods, allows to develop realistic multi-disciplinary scenarios of risk, vulnerability assessment, information sharing and emergency response. The main added value of using the HEIMDALL service platform results in a valuable, direct, situation assessment which can strength the decision tools.
How to cite: Luzi, G., Navarro, J. A., Barra, A., Monserrat, O., and Crosetto, M.: HEIMDALL: a H2020 project aimed at developing a multi-hazard Cooperative Management, Data Exchange, Response Planning and Scenario Building tool: the landslides case., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9994, https://doi.org/10.5194/egusphere-egu21-9994, 2021.
EGU21-10282 | vPICO presentations | NH6.7
Morphometric analysis of the terrain over time to characterize subsidence. Case study: Mexico City, Mexico.Gabriela Vidal, Jacob Nieto Butrón, Mario Alberto Hernández Hernández, Graciela Herrera Zamarrón, Enrique Cabral Cano, Fabiola Doracely Yépez Rincón, and Nelly Lucero Ramírez Serrato
It is well known that groundwater overexploitation can generate land subsidence due to the compaction of compressible aquitards. Mexico City's soils are an important example of highly compressible lake sediments in compaction due to groundwater extraction that have significantly damaged the urban and commercial building structures. Previous studies indicate that there is annual subsidence of 15 to 25 cm in the Mexico City International Airport, 10 cm in downtown, and between 10 to 15 cm in the Southeast Mexico City area. Soil fracturing is an indicator of differential subsidence that has damaged buildings and infrastructure, including hydraulic pipes, sidewalks, and pavements. For this reason, it is necessary to carry out specific studies related to topographic deformation. This talk presents a characterization of the terrain changes over time and a zoning map for Mexico City subsidence susceptibility. To this end, free access elevation models generated from 2000 to 2018 by different sensors and methodologies were compared. The resulting model is validated by mapping information from active GPS stations, whose data is also freely available. Besides, a spatial comparison of land subsidence areas and sites previously identified as flooding and aquifer overexploitation areas is presented. The results will serve as a basis for future monitoring to be carried out in the area with high-resolution tools.
How to cite: Vidal, G., Nieto Butrón, J., Hernández Hernández, M. A., Herrera Zamarrón, G., Cabral Cano, E., Yépez Rincón, F. D., and Ramírez Serrato, N. L.: Morphometric analysis of the terrain over time to characterize subsidence. Case study: Mexico City, Mexico., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10282, https://doi.org/10.5194/egusphere-egu21-10282, 2021.
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It is well known that groundwater overexploitation can generate land subsidence due to the compaction of compressible aquitards. Mexico City's soils are an important example of highly compressible lake sediments in compaction due to groundwater extraction that have significantly damaged the urban and commercial building structures. Previous studies indicate that there is annual subsidence of 15 to 25 cm in the Mexico City International Airport, 10 cm in downtown, and between 10 to 15 cm in the Southeast Mexico City area. Soil fracturing is an indicator of differential subsidence that has damaged buildings and infrastructure, including hydraulic pipes, sidewalks, and pavements. For this reason, it is necessary to carry out specific studies related to topographic deformation. This talk presents a characterization of the terrain changes over time and a zoning map for Mexico City subsidence susceptibility. To this end, free access elevation models generated from 2000 to 2018 by different sensors and methodologies were compared. The resulting model is validated by mapping information from active GPS stations, whose data is also freely available. Besides, a spatial comparison of land subsidence areas and sites previously identified as flooding and aquifer overexploitation areas is presented. The results will serve as a basis for future monitoring to be carried out in the area with high-resolution tools.
How to cite: Vidal, G., Nieto Butrón, J., Hernández Hernández, M. A., Herrera Zamarrón, G., Cabral Cano, E., Yépez Rincón, F. D., and Ramírez Serrato, N. L.: Morphometric analysis of the terrain over time to characterize subsidence. Case study: Mexico City, Mexico., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10282, https://doi.org/10.5194/egusphere-egu21-10282, 2021.
EGU21-10320 | vPICO presentations | NH6.7
Developing a Wildfire danger index based on the satellite-derived parametersSuresh Babu, Vernon Visser, Glenn Moncrieff, Jasper Slingsby, and Res Altwegg
Wildfires are occurring throughout the world, causing immense damage to forest resources, flora, and fauna. The Fire Danger indices are used as a tool for the decision-makers to issue warnings to the public, based on the level of fire danger classes for implementing mitigation measures to control wildfires. In this study, a Wildfire danger index (WDI) is developed from static and dynamic factors, which are derived from satellite datasets. The Static fire danger Index (SFDI) is generated using MODIS Land cover type (MCD12Q1), Shuttle Radar Topography Mission (SRTM) DEM, and Open Street Map datasets. The Random Forest algorithm is used to generate SFDI from the parameters LULC map, slope map, aspect map, and elevation maps based on the historical MODIS active thermal anomaly product (MCD14). Dynamic Fire Danger Index (DFDI) is developed from the MODIS Terra datasets such as Land Surface Temperature (MOD11A2) and surface reflectance (MOD09A1) datasets. The DFDI is developed from four parameters viz. Land surface temperature, Visible Atmospherically Resistant Index (VARI) and Normalized Multiband Drought Index (NMDI), and Normalized Difference Infrared Index – B6 (NDIIB6). Finally, the wildfire danger index is calculated by integrating SFDI and DFDI and found that the accuracy is more than 80% during the 2018-19 fire season. Therefore, the WDI can be useful for disseminating daily fire danger maps on near real-time basis using the MODIS TERRA Near Real-Time datasets so that the fire officials to take necessary actions to control the spread of wildfires.
How to cite: Babu, S., Visser, V., Moncrieff, G., Slingsby, J., and Altwegg, R.: Developing a Wildfire danger index based on the satellite-derived parameters , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10320, https://doi.org/10.5194/egusphere-egu21-10320, 2021.
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Wildfires are occurring throughout the world, causing immense damage to forest resources, flora, and fauna. The Fire Danger indices are used as a tool for the decision-makers to issue warnings to the public, based on the level of fire danger classes for implementing mitigation measures to control wildfires. In this study, a Wildfire danger index (WDI) is developed from static and dynamic factors, which are derived from satellite datasets. The Static fire danger Index (SFDI) is generated using MODIS Land cover type (MCD12Q1), Shuttle Radar Topography Mission (SRTM) DEM, and Open Street Map datasets. The Random Forest algorithm is used to generate SFDI from the parameters LULC map, slope map, aspect map, and elevation maps based on the historical MODIS active thermal anomaly product (MCD14). Dynamic Fire Danger Index (DFDI) is developed from the MODIS Terra datasets such as Land Surface Temperature (MOD11A2) and surface reflectance (MOD09A1) datasets. The DFDI is developed from four parameters viz. Land surface temperature, Visible Atmospherically Resistant Index (VARI) and Normalized Multiband Drought Index (NMDI), and Normalized Difference Infrared Index – B6 (NDIIB6). Finally, the wildfire danger index is calculated by integrating SFDI and DFDI and found that the accuracy is more than 80% during the 2018-19 fire season. Therefore, the WDI can be useful for disseminating daily fire danger maps on near real-time basis using the MODIS TERRA Near Real-Time datasets so that the fire officials to take necessary actions to control the spread of wildfires.
How to cite: Babu, S., Visser, V., Moncrieff, G., Slingsby, J., and Altwegg, R.: Developing a Wildfire danger index based on the satellite-derived parameters , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10320, https://doi.org/10.5194/egusphere-egu21-10320, 2021.
EGU21-10685 | vPICO presentations | NH6.7
Assessing the influence of bedrock discontinuities on glacier fractures using ground-penetrating radar and structure from motionNiccolò Dematteis, Fabrizio Trolio, and Daniele Giordan
The Planpincieux Glacier lies in the Italian side of the Grandes Jorasses massif (Mont Blanc area), toward the Ferret Valley, in the Courmayeur municipality. This is a highly touristic area, visited every year by tens of thousands of people.
In summers 2019 and 2020, large portions of the Montitaz Lobe of the glacier (estimated volumes of 250000 m3 and 500000 m3 respectively) became unstable and menaced the Planpincieux village. According to runout simulations, such volumes could have reached and damaged a small bridge, buildings or the main valley road, depending on the volume involved in the collapse. Therefore, robust volume estimation was required for the realisation of effective safety plans.
To this aim, a helicopter-borne ground-penetrating-radar (GPR) survey was conducted in July 2020 with the novel dual polarization AIRETH system. Such a survey provided the ice thickness (20-60 ±10 m) of the unstable portion and the bedrock topography along transects.
Besides, multiple helicopter and drone photogrammetric surveys were acquired since 2017, which provided the digital terrain model (DTM) and the orthophotos of the glacier using structure from motion (SfM) technique.
Merging GPR and SfM allowed at reconstructing the evolution of the glacier shrinkage in the period where DTMs were available. Moreover, it was possible to assess the correspondence of several bedrock discontinuities with large recurrent fractures.
Even though it is commonly acknowledged that the bedrock topography influences the glacier morphology, their correspondence has been rarely demonstrated in an Alpine glacier.
Since the fractures provoked by the bedrock discontinuities might destabilise the underlying glacier portion, the knowledge of the actual position of such fractures can help in the quantitative evaluation of the glacier instability. This can have a strong impact in the potential glacier-related risk assessment and management.
How to cite: Dematteis, N., Trolio, F., and Giordan, D.: Assessing the influence of bedrock discontinuities on glacier fractures using ground-penetrating radar and structure from motion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10685, https://doi.org/10.5194/egusphere-egu21-10685, 2021.
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The Planpincieux Glacier lies in the Italian side of the Grandes Jorasses massif (Mont Blanc area), toward the Ferret Valley, in the Courmayeur municipality. This is a highly touristic area, visited every year by tens of thousands of people.
In summers 2019 and 2020, large portions of the Montitaz Lobe of the glacier (estimated volumes of 250000 m3 and 500000 m3 respectively) became unstable and menaced the Planpincieux village. According to runout simulations, such volumes could have reached and damaged a small bridge, buildings or the main valley road, depending on the volume involved in the collapse. Therefore, robust volume estimation was required for the realisation of effective safety plans.
To this aim, a helicopter-borne ground-penetrating-radar (GPR) survey was conducted in July 2020 with the novel dual polarization AIRETH system. Such a survey provided the ice thickness (20-60 ±10 m) of the unstable portion and the bedrock topography along transects.
Besides, multiple helicopter and drone photogrammetric surveys were acquired since 2017, which provided the digital terrain model (DTM) and the orthophotos of the glacier using structure from motion (SfM) technique.
Merging GPR and SfM allowed at reconstructing the evolution of the glacier shrinkage in the period where DTMs were available. Moreover, it was possible to assess the correspondence of several bedrock discontinuities with large recurrent fractures.
Even though it is commonly acknowledged that the bedrock topography influences the glacier morphology, their correspondence has been rarely demonstrated in an Alpine glacier.
Since the fractures provoked by the bedrock discontinuities might destabilise the underlying glacier portion, the knowledge of the actual position of such fractures can help in the quantitative evaluation of the glacier instability. This can have a strong impact in the potential glacier-related risk assessment and management.
How to cite: Dematteis, N., Trolio, F., and Giordan, D.: Assessing the influence of bedrock discontinuities on glacier fractures using ground-penetrating radar and structure from motion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10685, https://doi.org/10.5194/egusphere-egu21-10685, 2021.
EGU21-11355 | vPICO presentations | NH6.7
Fuel type mapping in a typical Mediterranean ecosystem using object-based image analysis of Sentinel 2 imagery and auxiliary GIS dataKonstantinos Karystinakis, Vasileios Alexandridis, Stefanos Stefanidis, and Georgia Kalantzi
Wildfires have been an integral part of the Mediterranean ecosystem. Moreover, the Intergovernmental Panel on Climate Change (IPCC) Fifth Assessment Report emphasizes that the Mediterranean basin is expected to be drier by the end of the 21st century, while future warming will possibly be higher than the global mean. Therefore, outbreaks of wildfires are expected to increase. One of the most important factors for wildfire behavior apart from the meteorological conditions, is fuel types. In this study, a detailed fuel type mapping in a case study area was addressed. To accomplish this goal, an object-based image analysis (OBIA) approach was implemented using the open-source Orfeo toolbox. The freely available Sentinel-2A satellite images were processed in combination with auxiliary European and National scale GIS data. The classification results demonstrate a high-quality Land Cover map with 84% of overall accuracy. The classified land cover polygons were associated with high-resolution tree cover density data derived from Copernicus Land Monitoring Service. This coupling led to the synthesis of the fuel type map. To this end, this approach can fulfill the efficient mapping of fuel types for operational purposes. This research has been co‐financed by the European Regional Development Fund of the European Union and Greek national funds through the Operational Program Competitiveness, Entrepreneurship and Innovation, under the call RESEARCH –CREATE –INNOVATE (project code:T2EDK-01967)
How to cite: Karystinakis, K., Alexandridis, V., Stefanidis, S., and Kalantzi, G.: Fuel type mapping in a typical Mediterranean ecosystem using object-based image analysis of Sentinel 2 imagery and auxiliary GIS data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11355, https://doi.org/10.5194/egusphere-egu21-11355, 2021.
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Wildfires have been an integral part of the Mediterranean ecosystem. Moreover, the Intergovernmental Panel on Climate Change (IPCC) Fifth Assessment Report emphasizes that the Mediterranean basin is expected to be drier by the end of the 21st century, while future warming will possibly be higher than the global mean. Therefore, outbreaks of wildfires are expected to increase. One of the most important factors for wildfire behavior apart from the meteorological conditions, is fuel types. In this study, a detailed fuel type mapping in a case study area was addressed. To accomplish this goal, an object-based image analysis (OBIA) approach was implemented using the open-source Orfeo toolbox. The freely available Sentinel-2A satellite images were processed in combination with auxiliary European and National scale GIS data. The classification results demonstrate a high-quality Land Cover map with 84% of overall accuracy. The classified land cover polygons were associated with high-resolution tree cover density data derived from Copernicus Land Monitoring Service. This coupling led to the synthesis of the fuel type map. To this end, this approach can fulfill the efficient mapping of fuel types for operational purposes. This research has been co‐financed by the European Regional Development Fund of the European Union and Greek national funds through the Operational Program Competitiveness, Entrepreneurship and Innovation, under the call RESEARCH –CREATE –INNOVATE (project code:T2EDK-01967)
How to cite: Karystinakis, K., Alexandridis, V., Stefanidis, S., and Kalantzi, G.: Fuel type mapping in a typical Mediterranean ecosystem using object-based image analysis of Sentinel 2 imagery and auxiliary GIS data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11355, https://doi.org/10.5194/egusphere-egu21-11355, 2021.
EGU21-11673 | vPICO presentations | NH6.7
Offline-Online Change Detection for Sentinel-1 InSAR Time SeriesAlessandro Novellino, Ekbal Hussain, Colm Jordan, and Luke Bateson
Traditional applications of Interferometric Synthetic Aperture Radar (InSAR) data involved inverting an interferogram stack to determine the average displacement velocity. While this approach has useful applications in continuously deforming regions, new tools are needed for automatically and regularly identifying changes in the time series. Thanks to regular acquisitions across most of the world by the ESA Sentinel-1 satellites constellation, we are now in a position to explore opportunities for near-real time deformation monitoring. In this paper we present a statistical approach for detecting offsets and gradient changes in InSAR time series. Our key assumption is that 5 years of Sentinel-1 data is sufficient to calculate the population standard deviation of the detection variables. Our offset detector identifies statistically significant peaks in the first, second and third difference series. The gradient change detector identifies statistically significant movements in the second derivative series. We exploit the high spatial resolution of Sentinel-1 data and the spatial continuity of geophysical deformation signals to filter out false positive detections that arise due to signal noise. When combined with near-real time processing of InSAR data these detectors, particularly the gradient change, could be used to detect incipient ground deformation associated with geohazards such as landslides or volcanic eruptions.
How to cite: Novellino, A., Hussain, E., Jordan, C., and Bateson, L.: Offline-Online Change Detection for Sentinel-1 InSAR Time Series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11673, https://doi.org/10.5194/egusphere-egu21-11673, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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Traditional applications of Interferometric Synthetic Aperture Radar (InSAR) data involved inverting an interferogram stack to determine the average displacement velocity. While this approach has useful applications in continuously deforming regions, new tools are needed for automatically and regularly identifying changes in the time series. Thanks to regular acquisitions across most of the world by the ESA Sentinel-1 satellites constellation, we are now in a position to explore opportunities for near-real time deformation monitoring. In this paper we present a statistical approach for detecting offsets and gradient changes in InSAR time series. Our key assumption is that 5 years of Sentinel-1 data is sufficient to calculate the population standard deviation of the detection variables. Our offset detector identifies statistically significant peaks in the first, second and third difference series. The gradient change detector identifies statistically significant movements in the second derivative series. We exploit the high spatial resolution of Sentinel-1 data and the spatial continuity of geophysical deformation signals to filter out false positive detections that arise due to signal noise. When combined with near-real time processing of InSAR data these detectors, particularly the gradient change, could be used to detect incipient ground deformation associated with geohazards such as landslides or volcanic eruptions.
How to cite: Novellino, A., Hussain, E., Jordan, C., and Bateson, L.: Offline-Online Change Detection for Sentinel-1 InSAR Time Series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11673, https://doi.org/10.5194/egusphere-egu21-11673, 2021.
EGU21-12046 | vPICO presentations | NH6.7
Automatic landslide detection using the Random Forest classification - the importance of the train-test split ratioKamila Pawluszek-Filipiak and Andrzej Borkowski
Landslide identification is the fundamental step to reduce the potential damaging effects of landslide activities. A variety of techniques and approaches has been developed to detect landslides. Conventional landslide identification is a complex and laborious task due to a large amount of the field work and materials that have to be investigated. Additionally, the conventional geomorphological mapping mainly provides a subjective representation of landscape complexities at different scales. Sometimes, in certain conditions, such as densely-vegetated terrain, conventional landslide mapping is ineffective or even impossible.
Therefore, innovative methods that allow for the reduction of subjectivism, time, and effort have increasingly become the subject of interest in landslide research. These methods mainly focus on semi-automated or automatic landslide mapping and include analysis of remote sensing data, such as optical images, Digital Elevation Models (DEMs) derived by Light Detection and Ranging etc. Among them, the pixel-based approach (PBA) and the object-based image analysis (OBIA) methods can be distinguished, for which supervised classification methods are usually utilized.
The accuracy of supervised classification methods strongly corresponds to the training samples - its quality and amount. Supervised classification methods require the collection of training as well as testing data to generate and assess the accuracy of the classification results. It is a challenging task, especially in forested areas, to capture ground truths of the good quality to train the classifier and to identify landslides. Considering this, we decided to investigate the following research question: What is the appropriate training–testing dataset split ratio in supervised classification to detect landslides in a testing area based on DEMs? Since PBA and OBIA approaches are nowadays widely utilized, we investigated this issue for both methods. The Random Forest classifier was implemented for both methods. The experiments were performed in Poland in the Outer Carpathians.
Accuracy measures calculated for the region growing validation indicated that the training area should be similarly large to the testing area in DEM-based automatic landslide detection. Additionally, we found that the OBIA approach performs slightly better than PBA when the quantity of training samples is lower. Besides this, we also attempted to increase the detection performance and to generate final landslide inventory. For this purpose, the intersection of the OBIA and PBA results together with median filtering and the removal of small elongated objects were carried out. We achieved the Overall Accuracy of 80% and F1 Score of 0.50.
How to cite: Pawluszek-Filipiak, K. and Borkowski, A.: Automatic landslide detection using the Random Forest classification - the importance of the train-test split ratio, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12046, https://doi.org/10.5194/egusphere-egu21-12046, 2021.
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Landslide identification is the fundamental step to reduce the potential damaging effects of landslide activities. A variety of techniques and approaches has been developed to detect landslides. Conventional landslide identification is a complex and laborious task due to a large amount of the field work and materials that have to be investigated. Additionally, the conventional geomorphological mapping mainly provides a subjective representation of landscape complexities at different scales. Sometimes, in certain conditions, such as densely-vegetated terrain, conventional landslide mapping is ineffective or even impossible.
Therefore, innovative methods that allow for the reduction of subjectivism, time, and effort have increasingly become the subject of interest in landslide research. These methods mainly focus on semi-automated or automatic landslide mapping and include analysis of remote sensing data, such as optical images, Digital Elevation Models (DEMs) derived by Light Detection and Ranging etc. Among them, the pixel-based approach (PBA) and the object-based image analysis (OBIA) methods can be distinguished, for which supervised classification methods are usually utilized.
The accuracy of supervised classification methods strongly corresponds to the training samples - its quality and amount. Supervised classification methods require the collection of training as well as testing data to generate and assess the accuracy of the classification results. It is a challenging task, especially in forested areas, to capture ground truths of the good quality to train the classifier and to identify landslides. Considering this, we decided to investigate the following research question: What is the appropriate training–testing dataset split ratio in supervised classification to detect landslides in a testing area based on DEMs? Since PBA and OBIA approaches are nowadays widely utilized, we investigated this issue for both methods. The Random Forest classifier was implemented for both methods. The experiments were performed in Poland in the Outer Carpathians.
Accuracy measures calculated for the region growing validation indicated that the training area should be similarly large to the testing area in DEM-based automatic landslide detection. Additionally, we found that the OBIA approach performs slightly better than PBA when the quantity of training samples is lower. Besides this, we also attempted to increase the detection performance and to generate final landslide inventory. For this purpose, the intersection of the OBIA and PBA results together with median filtering and the removal of small elongated objects were carried out. We achieved the Overall Accuracy of 80% and F1 Score of 0.50.
How to cite: Pawluszek-Filipiak, K. and Borkowski, A.: Automatic landslide detection using the Random Forest classification - the importance of the train-test split ratio, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12046, https://doi.org/10.5194/egusphere-egu21-12046, 2021.
EGU21-12161 | vPICO presentations | NH6.7
MOMPA Project: interregional DInSAR monitoring and action protocol in the Eastern PyreneesAnna Barra, Jordi Marturià, Ramon Copons, Muriel Gasc, Ivan Fabregat, Pere Buxó, Nathalie Dufour, Lucile Pigeot, Xavier Colell, Laura Trapero, and Michele Crosetto
The MOMPA project (MOnitorización de Movimientos del terreno y Protocolo de Actuación - MOnitoring of ground Movements and Action Protocol) has been 65% co-financed by the European Regional Development Fund through the Interreg V-A Spain-France-Andorra programme (POCTEFA 2014-2020). POCTEFA aims to reinforce the economic and social integration of the French–Spanish–Andorran border. The study area of the project is in the Eastern Pyrenees, covering the whole Principality of Andorra, the Spanish areas of Alt Urgell and Cerdanya (Catalonia) and the French areas of Cerdanya-Capcir and Conflent (Occitanie). The aim of the Project is to provide a useful technical-operational tool for risk prevention and management, at a cross-border level, based on satellite DInSAR technique monitoring of ground movements. The tool includes two main elements: the assessment of the risk associated with active phenomena that affect structures and infrastructures; and the integration of the technique in an action protocol for Civil Protections. The results will be transferred to Civil Protections (associated partners of the project) and other organizations, such as local and regional Public Authorities.
The study area presents one main critical issue: it is not an easy area for what concerns the radar response. This means that the obtainable results in terms of displacement map (velocity map and time series of deformation), which is the main input of the project, can be strongly limited. A second issue is the variability of the available data (e.g. landslide inventory, geology, DEM) between Andorra, Spain, and France. In General, landslides inventories are not complete or exhaustive and do not cover areas far from human structures.
The project will face the risk assessment starting from the interregional scale displacement map (covering around 15,000 km2) and the extracted Active Deformation Areas (ADA), as inputs to then select movements with potential risk where focus the analysis at a local scale, based on traditional method (basically photointerpretation and field work). Both the medium-resolution, free data, acquired by Sentinel-1 and the high-resolution data acquired by COSMO-SkyMed will be used, the results will be compared and evaluated.
Moreover, the project focuses his attention on the specific case of “la Portalada” (in Andorra). This is a huge landslide that occurred on August 2019. Today, there is a slow movement up slope that could affect a main road located in the bottom of the valley . Because of the high interest for the local authorities to monitor and characterize the current movement of the slope located upper to the landslide scar eight passive and one active corner reflectors have been installed along the steep forested slope. The data obtained will be integrated in the prevention risk protocol.
The project started the 1st of December 2019 and will finish in May 2022. The aim of this work is to present the project and the first results achieved through satellite interferometry.
How to cite: Barra, A., Marturià, J., Copons, R., Gasc, M., Fabregat, I., Buxó, P., Dufour, N., Pigeot, L., Colell, X., Trapero, L., and Crosetto, M.: MOMPA Project: interregional DInSAR monitoring and action protocol in the Eastern Pyrenees, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12161, https://doi.org/10.5194/egusphere-egu21-12161, 2021.
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The MOMPA project (MOnitorización de Movimientos del terreno y Protocolo de Actuación - MOnitoring of ground Movements and Action Protocol) has been 65% co-financed by the European Regional Development Fund through the Interreg V-A Spain-France-Andorra programme (POCTEFA 2014-2020). POCTEFA aims to reinforce the economic and social integration of the French–Spanish–Andorran border. The study area of the project is in the Eastern Pyrenees, covering the whole Principality of Andorra, the Spanish areas of Alt Urgell and Cerdanya (Catalonia) and the French areas of Cerdanya-Capcir and Conflent (Occitanie). The aim of the Project is to provide a useful technical-operational tool for risk prevention and management, at a cross-border level, based on satellite DInSAR technique monitoring of ground movements. The tool includes two main elements: the assessment of the risk associated with active phenomena that affect structures and infrastructures; and the integration of the technique in an action protocol for Civil Protections. The results will be transferred to Civil Protections (associated partners of the project) and other organizations, such as local and regional Public Authorities.
The study area presents one main critical issue: it is not an easy area for what concerns the radar response. This means that the obtainable results in terms of displacement map (velocity map and time series of deformation), which is the main input of the project, can be strongly limited. A second issue is the variability of the available data (e.g. landslide inventory, geology, DEM) between Andorra, Spain, and France. In General, landslides inventories are not complete or exhaustive and do not cover areas far from human structures.
The project will face the risk assessment starting from the interregional scale displacement map (covering around 15,000 km2) and the extracted Active Deformation Areas (ADA), as inputs to then select movements with potential risk where focus the analysis at a local scale, based on traditional method (basically photointerpretation and field work). Both the medium-resolution, free data, acquired by Sentinel-1 and the high-resolution data acquired by COSMO-SkyMed will be used, the results will be compared and evaluated.
Moreover, the project focuses his attention on the specific case of “la Portalada” (in Andorra). This is a huge landslide that occurred on August 2019. Today, there is a slow movement up slope that could affect a main road located in the bottom of the valley . Because of the high interest for the local authorities to monitor and characterize the current movement of the slope located upper to the landslide scar eight passive and one active corner reflectors have been installed along the steep forested slope. The data obtained will be integrated in the prevention risk protocol.
The project started the 1st of December 2019 and will finish in May 2022. The aim of this work is to present the project and the first results achieved through satellite interferometry.
How to cite: Barra, A., Marturià, J., Copons, R., Gasc, M., Fabregat, I., Buxó, P., Dufour, N., Pigeot, L., Colell, X., Trapero, L., and Crosetto, M.: MOMPA Project: interregional DInSAR monitoring and action protocol in the Eastern Pyrenees, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12161, https://doi.org/10.5194/egusphere-egu21-12161, 2021.
EGU21-12330 | vPICO presentations | NH6.7
Wildfire detection and monitoring by using PRISMA hyperspectral data and convolutional neural networksDario Spiller, Luigi Ansalone, Nicolas Longépé, James Wheeler, and Pierre Philippe Mathieu
Over the last few years, wildfires have become more severe and destructive, having extreme consequences on local and global ecosystems. Fire detection and accurate monitoring of risk areas is becoming increasingly important. Satellite remote sensing offers unique opportunities for mapping, monitoring, and analysing the evolution of wildfires, providing helpful contributions to counteract dangerous situations.
Among the different remote sensing technologies, hyper-spectral (HS) imagery presents nonpareil features in support to fire detection. In this study, HS images from the Italian satellite PRISMA (PRecursore IperSpettrale della Missione Applicativa) will be used. The PRISMA satellite, launched on 22 March 2019, holds a hyperspectral and panchromatic payload which is able to acquire images with a worldwide coverage. The hyperspectral camera works in the spectral range of 0.4–2.5 µm, with 66 and 173 channels in the VNIR (Visible and Near InfraRed) and SWIR (Short-Wave InfraRed) regions, respectively. The average spectral resolution is less than 10 nm on the entire range with an accuracy of ±0.1 nm, while the ground sampling distance of PRISMA images is about 5 m and 30 m for panchromatic and hyperspectral camera, respectively.
This work will investigate how PRISMA HS images can be used to support fire detection and related crisis management. To this aim, deep learning methodologies will be investigated, as 1D convolutional neural networks to perform spectral analysis of the data or 3D convolutional neural networks to perform spatial and spectral analyses at the same time. Semantic segmentation of input HS data will be discussed, where an output image with metadata will be associated to each pixels of the input image. The overall goal of this work is to highlight how PRISMA hyperspectral data can contribute to remote sensing and Earth-observation data analysis with regard to natural hazard and risk studies focusing specially on wildfires, also considering the benefits with respect to standard multi-spectral imagery or previous hyperspectral sensors such as Hyperion.
The contributions of this work to the state of the art are the following:
- Demonstrating the advantages of using PRISMA HS data over using multi-spectral data.
- Discussing the potentialities of deep learning methodologies based on 1D and 3D convolutional neural networks to catch spectral (and spatial for the 3D case) dependencies, which is crucial when dealing with HS images.
- Discussing the possibility and benefit to integrate HS-based approach in future monitoring systems in case of wildfire alerts and disasters.
- Discussing the opportunity to design and develop future missions for HS remote sensing specifically dedicated for fire detection with on-board analysis.
To conclude, this work will raise awareness in the potentialities of using PRISMA HS data for disasters monitoring with specialized focus on wildfires.
How to cite: Spiller, D., Ansalone, L., Longépé, N., Wheeler, J., and Mathieu, P. P.: Wildfire detection and monitoring by using PRISMA hyperspectral data and convolutional neural networks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12330, https://doi.org/10.5194/egusphere-egu21-12330, 2021.
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Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Over the last few years, wildfires have become more severe and destructive, having extreme consequences on local and global ecosystems. Fire detection and accurate monitoring of risk areas is becoming increasingly important. Satellite remote sensing offers unique opportunities for mapping, monitoring, and analysing the evolution of wildfires, providing helpful contributions to counteract dangerous situations.
Among the different remote sensing technologies, hyper-spectral (HS) imagery presents nonpareil features in support to fire detection. In this study, HS images from the Italian satellite PRISMA (PRecursore IperSpettrale della Missione Applicativa) will be used. The PRISMA satellite, launched on 22 March 2019, holds a hyperspectral and panchromatic payload which is able to acquire images with a worldwide coverage. The hyperspectral camera works in the spectral range of 0.4–2.5 µm, with 66 and 173 channels in the VNIR (Visible and Near InfraRed) and SWIR (Short-Wave InfraRed) regions, respectively. The average spectral resolution is less than 10 nm on the entire range with an accuracy of ±0.1 nm, while the ground sampling distance of PRISMA images is about 5 m and 30 m for panchromatic and hyperspectral camera, respectively.
This work will investigate how PRISMA HS images can be used to support fire detection and related crisis management. To this aim, deep learning methodologies will be investigated, as 1D convolutional neural networks to perform spectral analysis of the data or 3D convolutional neural networks to perform spatial and spectral analyses at the same time. Semantic segmentation of input HS data will be discussed, where an output image with metadata will be associated to each pixels of the input image. The overall goal of this work is to highlight how PRISMA hyperspectral data can contribute to remote sensing and Earth-observation data analysis with regard to natural hazard and risk studies focusing specially on wildfires, also considering the benefits with respect to standard multi-spectral imagery or previous hyperspectral sensors such as Hyperion.
The contributions of this work to the state of the art are the following:
- Demonstrating the advantages of using PRISMA HS data over using multi-spectral data.
- Discussing the potentialities of deep learning methodologies based on 1D and 3D convolutional neural networks to catch spectral (and spatial for the 3D case) dependencies, which is crucial when dealing with HS images.
- Discussing the possibility and benefit to integrate HS-based approach in future monitoring systems in case of wildfire alerts and disasters.
- Discussing the opportunity to design and develop future missions for HS remote sensing specifically dedicated for fire detection with on-board analysis.
To conclude, this work will raise awareness in the potentialities of using PRISMA HS data for disasters monitoring with specialized focus on wildfires.
How to cite: Spiller, D., Ansalone, L., Longépé, N., Wheeler, J., and Mathieu, P. P.: Wildfire detection and monitoring by using PRISMA hyperspectral data and convolutional neural networks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12330, https://doi.org/10.5194/egusphere-egu21-12330, 2021.
EGU21-13028 | vPICO presentations | NH6.7
Performance of remote sensing algorithms for shoreline mapping under different beach morphodynamic conditionsPaola Emilia Souto Ceccon, Paolo Ciavola, and Clara Armaroli
Shoreline variability is a key factor in coastal morphodynamic studies. Beaches act as natural buffers to wave energy, protecting the areas behind them from damage and flooding. In the last decade, remote sensing techniques (video monitoring, shore-based radar, airborne LIDAR, AUVs) are widely applied in coastal studies and several algorithms for shoreline detection have been developed to extract the so called Satellite Derived Shorelines (SDS). Multispectral satellites provide images that cover large areas with high spatial and temporal resolution allowing to perform a near real-time analysis of shorelines worldwide. The main techniques applied to EO-derived images are either manual shoreline detection or image-processing techniques. There are several open source algorithms (e.g. SHOREX and CoastSat) for shoreline detection at sub-pixel level, using available free open-source multispectral images (Landsat and Sentinel constellations). Both algorithms use the three visible bands, the near infrared band, and the short-wave infrared band.
In this study we tested the performance of the CoastSat algorithm on two different microtidal beaches of the Italian Adriatic coast (Emilia-Romagna and Marche Regions): Punta Marina (PM) and Sirolo (SIR). While PM is a typical intermediate fine sandy beach, SIR is a mixed coarse sand-gravel reflective one. Their mean foreshore slopes are respectively 0.09 and 0.16. At PM, SDS were compared with RTK-DGPS surveyed shorelines measured following the upper limit of the swash zone. The surveys were coincident with Landsat-5, Landsat-7 and Sentinel-2 satellite overpasses on 26/05/2011, 21/01/2020 and 13/02/2020. In the SIR beach case, the SDS were compared with those obtained by a video monitoring station, after manual mapping on variance images on 09/05/2010, 18/04/2011 and 29/06/2011, coincident with Landsat-5 and Landsat-7 overpasses. CoastSat detects the shoreline by classifying the pixels images into four categories (water, white-water, sand and other land features) using a Multilayer Perceptron. As the default settings may not be suitable for every beach, due to different luminosity conditions and sand colour, we specifically trained the classifier with PM and SIR images. The influence on the identification of the SDS shorelines by the run-up extent and beach state was evaluated.
The obtained RMSE ranges between ~ 6.5 and 14 m at both sites, comparable to the values found by CoastSat developers, indicating that the shoreline is effectively obtained at sub-pixel level. Our results suggest that in the SIR case, the magnitude of the errors can be correlated with the hydrodynamic conditions, as they increase in pair with the run-up extension. This could be explained by the fact that on a reflective beach, with coarser sediments, waves break on the beachface and the water percolates delimiting a clear shoreline, with a distinguishable edge. This correlation was not found in PM, suggesting a bad performance in sand-water classification when the classifier has to deal with a wider swash zone with saturated sand.
The research received funding from the EU H2020 program under grant agreement 101004211-ECFAS Project.
How to cite: Souto Ceccon, P. E., Ciavola, P., and Armaroli, C.: Performance of remote sensing algorithms for shoreline mapping under different beach morphodynamic conditions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13028, https://doi.org/10.5194/egusphere-egu21-13028, 2021.
Shoreline variability is a key factor in coastal morphodynamic studies. Beaches act as natural buffers to wave energy, protecting the areas behind them from damage and flooding. In the last decade, remote sensing techniques (video monitoring, shore-based radar, airborne LIDAR, AUVs) are widely applied in coastal studies and several algorithms for shoreline detection have been developed to extract the so called Satellite Derived Shorelines (SDS). Multispectral satellites provide images that cover large areas with high spatial and temporal resolution allowing to perform a near real-time analysis of shorelines worldwide. The main techniques applied to EO-derived images are either manual shoreline detection or image-processing techniques. There are several open source algorithms (e.g. SHOREX and CoastSat) for shoreline detection at sub-pixel level, using available free open-source multispectral images (Landsat and Sentinel constellations). Both algorithms use the three visible bands, the near infrared band, and the short-wave infrared band.
In this study we tested the performance of the CoastSat algorithm on two different microtidal beaches of the Italian Adriatic coast (Emilia-Romagna and Marche Regions): Punta Marina (PM) and Sirolo (SIR). While PM is a typical intermediate fine sandy beach, SIR is a mixed coarse sand-gravel reflective one. Their mean foreshore slopes are respectively 0.09 and 0.16. At PM, SDS were compared with RTK-DGPS surveyed shorelines measured following the upper limit of the swash zone. The surveys were coincident with Landsat-5, Landsat-7 and Sentinel-2 satellite overpasses on 26/05/2011, 21/01/2020 and 13/02/2020. In the SIR beach case, the SDS were compared with those obtained by a video monitoring station, after manual mapping on variance images on 09/05/2010, 18/04/2011 and 29/06/2011, coincident with Landsat-5 and Landsat-7 overpasses. CoastSat detects the shoreline by classifying the pixels images into four categories (water, white-water, sand and other land features) using a Multilayer Perceptron. As the default settings may not be suitable for every beach, due to different luminosity conditions and sand colour, we specifically trained the classifier with PM and SIR images. The influence on the identification of the SDS shorelines by the run-up extent and beach state was evaluated.
The obtained RMSE ranges between ~ 6.5 and 14 m at both sites, comparable to the values found by CoastSat developers, indicating that the shoreline is effectively obtained at sub-pixel level. Our results suggest that in the SIR case, the magnitude of the errors can be correlated with the hydrodynamic conditions, as they increase in pair with the run-up extension. This could be explained by the fact that on a reflective beach, with coarser sediments, waves break on the beachface and the water percolates delimiting a clear shoreline, with a distinguishable edge. This correlation was not found in PM, suggesting a bad performance in sand-water classification when the classifier has to deal with a wider swash zone with saturated sand.
The research received funding from the EU H2020 program under grant agreement 101004211-ECFAS Project.
How to cite: Souto Ceccon, P. E., Ciavola, P., and Armaroli, C.: Performance of remote sensing algorithms for shoreline mapping under different beach morphodynamic conditions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13028, https://doi.org/10.5194/egusphere-egu21-13028, 2021.
EGU21-13783 | vPICO presentations | NH6.7
Identification of hotspots of flood risk in High Mountain Asia region based on geomorphology and climate dataMariam Khanam, Giulia Sofia, Efthymios I. Nikolopoulos, and Emmanouil N. Anagnostou
High Mountain Asia (HMA) has the most complex terrain with active hydrologic and geomorphologic processes. Climate change has expedited glacial melt and altered monsoon rain intensity. This has increased flood vulnerability across the region. There have been a few initiatives to measure the vulnerability locally. However, to identify hotspots of flood risk across the region, investigation of the entire HMA region is necessary. Unfortunately, in ungauged basins, the use of traditional floodplain mapping techniques is prevented by the lack of the extensive data required. The present work aims to provide a remote sensing-based flood-risk assessment model that maps and quantifies susceptibility in flood-prone areas. We developed a procedure for floodplain delineation based on high-resolution terrain data and a geomorphic classifier, coupled with satellite-derived extreme rainfall quantiles, and records of past flood events. For this work, we used the unique 8-meter Digital Elevation Models (DEMs) for HMA that are available at the NASA National Snow and Ice Data Center Distributed Active Archive Center (NSIDC DAAC). The geomorphic classifier is based on the Hydraulic Scaling Function automatically derived from the DEM, which is used to normalize topography according to the ratio between the local elevations along the drainage network and the riverbanks. We assess the flood risk hot spots for a specific year based on the spatial distribution of flood losses, drainage density, flood-prone areas, and rainfall. This local flood-risk assessment framework, gradually applied across the entire HMA domain, will increase the awareness of flood risk, towards improved measures for flood risk reduction.
How to cite: Khanam, M., Sofia, G., Nikolopoulos, E. I., and Anagnostou, E. N.: Identification of hotspots of flood risk in High Mountain Asia region based on geomorphology and climate data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13783, https://doi.org/10.5194/egusphere-egu21-13783, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
High Mountain Asia (HMA) has the most complex terrain with active hydrologic and geomorphologic processes. Climate change has expedited glacial melt and altered monsoon rain intensity. This has increased flood vulnerability across the region. There have been a few initiatives to measure the vulnerability locally. However, to identify hotspots of flood risk across the region, investigation of the entire HMA region is necessary. Unfortunately, in ungauged basins, the use of traditional floodplain mapping techniques is prevented by the lack of the extensive data required. The present work aims to provide a remote sensing-based flood-risk assessment model that maps and quantifies susceptibility in flood-prone areas. We developed a procedure for floodplain delineation based on high-resolution terrain data and a geomorphic classifier, coupled with satellite-derived extreme rainfall quantiles, and records of past flood events. For this work, we used the unique 8-meter Digital Elevation Models (DEMs) for HMA that are available at the NASA National Snow and Ice Data Center Distributed Active Archive Center (NSIDC DAAC). The geomorphic classifier is based on the Hydraulic Scaling Function automatically derived from the DEM, which is used to normalize topography according to the ratio between the local elevations along the drainage network and the riverbanks. We assess the flood risk hot spots for a specific year based on the spatial distribution of flood losses, drainage density, flood-prone areas, and rainfall. This local flood-risk assessment framework, gradually applied across the entire HMA domain, will increase the awareness of flood risk, towards improved measures for flood risk reduction.
How to cite: Khanam, M., Sofia, G., Nikolopoulos, E. I., and Anagnostou, E. N.: Identification of hotspots of flood risk in High Mountain Asia region based on geomorphology and climate data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13783, https://doi.org/10.5194/egusphere-egu21-13783, 2021.
EGU21-14347 | vPICO presentations | NH6.7
Land Subsidence Detection in Jakarta Province Using Sentinel-1A Satellite ImageryDavid Situmorang, Risti Endrani Arhatin, Jonson Lumban-Gaol, and Devyan Meisnnehr
The land surface in DKI Jakarta Province is thought to have experienced relatively continuous subsidence because of natural processes and man-made activities. This research was carried out to evaluate the rate of land subsidence in Jakarta Province. The data used in this study are two pairs of Sentinel-1A level 1 Single Looking Complex (SLC) images which were acquired in 2019 and 2020. The data was processed using the DInSAR method to examine the rate of land subsidence. The results show that the land subsidence rate in Jakarta Province during the 2019-2020 period varies from 1.8 cm to -10.7 cm/year. From 2019 to 2020, the average land subsidence in the City of North Jakarta is around –4.9 cm/year, East Jakarta is around –2.5 cm/year, West Jakarta is around –4.8 cm/year, Central Jakarta is around –3.1 cm/year, and South Jakarta about –2.8 cm/year. Land subsidence occurs mostly in coastal areas and near estuaries caused by the nature of alluvial deposition materials. It has caused damages to road infrastructure in several regions of Jakarta Province, such as Mutiara Beach, West Cengkareng, and Pademangan.
Keywords: coastal areas, DInSAR, land subsidence, satellite imagery, Sentinel-1A
How to cite: Situmorang, D., Endrani Arhatin, R., Lumban-Gaol, J., and Meisnnehr, D.: Land Subsidence Detection in Jakarta Province Using Sentinel-1A Satellite Imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14347, https://doi.org/10.5194/egusphere-egu21-14347, 2021.
The land surface in DKI Jakarta Province is thought to have experienced relatively continuous subsidence because of natural processes and man-made activities. This research was carried out to evaluate the rate of land subsidence in Jakarta Province. The data used in this study are two pairs of Sentinel-1A level 1 Single Looking Complex (SLC) images which were acquired in 2019 and 2020. The data was processed using the DInSAR method to examine the rate of land subsidence. The results show that the land subsidence rate in Jakarta Province during the 2019-2020 period varies from 1.8 cm to -10.7 cm/year. From 2019 to 2020, the average land subsidence in the City of North Jakarta is around –4.9 cm/year, East Jakarta is around –2.5 cm/year, West Jakarta is around –4.8 cm/year, Central Jakarta is around –3.1 cm/year, and South Jakarta about –2.8 cm/year. Land subsidence occurs mostly in coastal areas and near estuaries caused by the nature of alluvial deposition materials. It has caused damages to road infrastructure in several regions of Jakarta Province, such as Mutiara Beach, West Cengkareng, and Pademangan.
Keywords: coastal areas, DInSAR, land subsidence, satellite imagery, Sentinel-1A
How to cite: Situmorang, D., Endrani Arhatin, R., Lumban-Gaol, J., and Meisnnehr, D.: Land Subsidence Detection in Jakarta Province Using Sentinel-1A Satellite Imagery, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14347, https://doi.org/10.5194/egusphere-egu21-14347, 2021.
EGU21-14409 | vPICO presentations | NH6.7
Active landslides deformations mapping and monitoring in rural areas using satellite radar interferometryNicușor Necula and Mihai Niculita
EGU21-14419 | vPICO presentations | NH6.7
The Risk of Coal Fires And Land Subsidence in Jharia Coalfields, India, Analysed Using Remote Sensing TechniquesVamshi Karanam, Shagun Garg, Mahdi Motagh, and Kamal Jain
Coal fires, land subsidence, roof collapse, and other life-threatening risks are a predictable phenomenon for the mineworkers and the neighbourhood population in coalfields. Jharia Coalfields in India are suffered heavily from land subsidence and coal fires for over a century. In addition to the loss of precious coal reserves, this has led to severe damage to the environment, livelihood, transportation, and precious lives.
Such incidents highlight the dire need for a well-defined methodology for risk analysis for the coalfield. In this study, we regenerated a Land Use Land Cover map prepared using Indian Remote Sensing satellite imagery and ground survey. Persistent Scatterer Interferometry analysis using Sentinel -1 images was carried out to study the land subsidence phenomenon between Nov 2018 and Apr 2019. For the same study period, coal fire zones were identified with Landsat – 8 thermal band imagery. Integration of coal fire maps, subsidence velocity maps, and land use maps was further implemented in a geographical information background environment to extract the high-risk zones. These high-risk areas include residential areas, railways, and mining sites, requiring immediate attention.
The results show that the coal mines are affected by subsidence of up to 20 cm/yr and a temperature anomaly of nearly 20oC is noticed. A high-risk zone of almost 18 sq. km. was demarcated with Kusunda, Gaslitand, and West Mudidih collieries being the most critically affected zones in the Coal mines. The study demonstrates the potential to combine data from multiple satellite sensors to build a safer ecosystem around the coal mines.
How to cite: Karanam, V., Garg, S., Motagh, M., and Jain, K.: The Risk of Coal Fires And Land Subsidence in Jharia Coalfields, India, Analysed Using Remote Sensing Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14419, https://doi.org/10.5194/egusphere-egu21-14419, 2021.
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Coal fires, land subsidence, roof collapse, and other life-threatening risks are a predictable phenomenon for the mineworkers and the neighbourhood population in coalfields. Jharia Coalfields in India are suffered heavily from land subsidence and coal fires for over a century. In addition to the loss of precious coal reserves, this has led to severe damage to the environment, livelihood, transportation, and precious lives.
Such incidents highlight the dire need for a well-defined methodology for risk analysis for the coalfield. In this study, we regenerated a Land Use Land Cover map prepared using Indian Remote Sensing satellite imagery and ground survey. Persistent Scatterer Interferometry analysis using Sentinel -1 images was carried out to study the land subsidence phenomenon between Nov 2018 and Apr 2019. For the same study period, coal fire zones were identified with Landsat – 8 thermal band imagery. Integration of coal fire maps, subsidence velocity maps, and land use maps was further implemented in a geographical information background environment to extract the high-risk zones. These high-risk areas include residential areas, railways, and mining sites, requiring immediate attention.
The results show that the coal mines are affected by subsidence of up to 20 cm/yr and a temperature anomaly of nearly 20oC is noticed. A high-risk zone of almost 18 sq. km. was demarcated with Kusunda, Gaslitand, and West Mudidih collieries being the most critically affected zones in the Coal mines. The study demonstrates the potential to combine data from multiple satellite sensors to build a safer ecosystem around the coal mines.
How to cite: Karanam, V., Garg, S., Motagh, M., and Jain, K.: The Risk of Coal Fires And Land Subsidence in Jharia Coalfields, India, Analysed Using Remote Sensing Techniques, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14419, https://doi.org/10.5194/egusphere-egu21-14419, 2021.
EGU21-14447 | vPICO presentations | NH6.7
A new methodology to detect changes in displacement rates of slow-moving landslides using InSAR time seriesAlexandra Urgilez Vinueza, Alexander Handwerger, Mark Bakker, and Thom Bogaard
Regional-scale landslide deformation can be measured using satellite-based synthetic aperture radar interferometry (InSAR). Our study focuses on the quantification of displacements of slow-moving landslides that impact a hydropower dam and reservoir in the tropical Ecuadorian Andes. We constructed ground surface deformation time series using data from the Copernicus Sentinel-1 A/B satellites between 2016 and 2020. We developed a new approach to automatically detect the onset of accelerations and/or decelerations within each active landslide. Our approach approximates the movement of a pixel as a piecewise linear function. Multiple linear segments are fitted to the cumulative deformation time series of each pixel. Each linear segment represents a constant movement. The point where one linear segment is connected to another linear segment represents the time when the pixel’s rate of movement has changed from one value to another value and is referred to as a breakpoint. As such, the breakpoints represent moments of acceleration or deceleration. Three criteria are used to determine the number of breakpoints: the timing and uncertainty of the breakpoints, the confidence intervals of the fitted segments’ slopes, and the Akaike Information Criterion (AIC). The suitable number of breakpoints for each pixel (i.e., the number of accelerations or decelerations) is determined by finding the largest number of breakpoints that complies with the three listed criteria. The application of this approach to landslides results in a wealth of information on the surface displacement of a slope and an objective way to identify changes in displacement rates. The displacement rates, their spatial variation, and the timing of acceleration and deceleration can further be used to study the physical behavior of a slow-moving slope or for (regional) hazard assessment linking the onset of change in displacement rate to causal and triggering factors.
How to cite: Urgilez Vinueza, A., Handwerger, A., Bakker, M., and Bogaard, T.: A new methodology to detect changes in displacement rates of slow-moving landslides using InSAR time series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14447, https://doi.org/10.5194/egusphere-egu21-14447, 2021.
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Regional-scale landslide deformation can be measured using satellite-based synthetic aperture radar interferometry (InSAR). Our study focuses on the quantification of displacements of slow-moving landslides that impact a hydropower dam and reservoir in the tropical Ecuadorian Andes. We constructed ground surface deformation time series using data from the Copernicus Sentinel-1 A/B satellites between 2016 and 2020. We developed a new approach to automatically detect the onset of accelerations and/or decelerations within each active landslide. Our approach approximates the movement of a pixel as a piecewise linear function. Multiple linear segments are fitted to the cumulative deformation time series of each pixel. Each linear segment represents a constant movement. The point where one linear segment is connected to another linear segment represents the time when the pixel’s rate of movement has changed from one value to another value and is referred to as a breakpoint. As such, the breakpoints represent moments of acceleration or deceleration. Three criteria are used to determine the number of breakpoints: the timing and uncertainty of the breakpoints, the confidence intervals of the fitted segments’ slopes, and the Akaike Information Criterion (AIC). The suitable number of breakpoints for each pixel (i.e., the number of accelerations or decelerations) is determined by finding the largest number of breakpoints that complies with the three listed criteria. The application of this approach to landslides results in a wealth of information on the surface displacement of a slope and an objective way to identify changes in displacement rates. The displacement rates, their spatial variation, and the timing of acceleration and deceleration can further be used to study the physical behavior of a slow-moving slope or for (regional) hazard assessment linking the onset of change in displacement rate to causal and triggering factors.
How to cite: Urgilez Vinueza, A., Handwerger, A., Bakker, M., and Bogaard, T.: A new methodology to detect changes in displacement rates of slow-moving landslides using InSAR time series, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14447, https://doi.org/10.5194/egusphere-egu21-14447, 2021.
EGU21-14651 | vPICO presentations | NH6.7
LiDAR, UAV SfM and geomorphic change detection in small quarry and landslide interactionsMihai Cosmin Ciotină, Mihai Niculiță, and Valeriu Stoilov-Linu
Quarry activity triggers landslides, especially in small, unplanned, and not maintained quarries. Given the size of these small quarries that are very frequent in the rural areas of north-eastern Romania, their study is difficult because of the lack of topographic data. We show the usage of remote sensing data for geomorphic change detection, which is able to reveal the topographic evolution of the quarrying and landsliding. Legacy LiDAR data from 2012 and field surveyed UAV from 2019 are used to assess the topographic changes, compared to the 1980 5k topographic maps. The quarry location is related to the presence of old landslide bodies (dated to the early medieval period using radiocarbon ages of soil organic matter fractions), from which the clay material is excavated for various construction projects. The unplanned excavation reactivated the body of an old landslide that will continue evolving. The usage of LiDAR data and the UAV SfM survey allowed us to derive 0.25 m DEMS that pinpoint the volumetric change of the quarried material and of the landslide reactivation. As a future prospect, the use of such remote sensing data can pinpoint areas where these unplanned quarries could affect the stability of the hillslopes and become a hazard.
How to cite: Ciotină, M. C., Niculiță, M., and Stoilov-Linu, V.: LiDAR, UAV SfM and geomorphic change detection in small quarry and landslide interactions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14651, https://doi.org/10.5194/egusphere-egu21-14651, 2021.
Quarry activity triggers landslides, especially in small, unplanned, and not maintained quarries. Given the size of these small quarries that are very frequent in the rural areas of north-eastern Romania, their study is difficult because of the lack of topographic data. We show the usage of remote sensing data for geomorphic change detection, which is able to reveal the topographic evolution of the quarrying and landsliding. Legacy LiDAR data from 2012 and field surveyed UAV from 2019 are used to assess the topographic changes, compared to the 1980 5k topographic maps. The quarry location is related to the presence of old landslide bodies (dated to the early medieval period using radiocarbon ages of soil organic matter fractions), from which the clay material is excavated for various construction projects. The unplanned excavation reactivated the body of an old landslide that will continue evolving. The usage of LiDAR data and the UAV SfM survey allowed us to derive 0.25 m DEMS that pinpoint the volumetric change of the quarried material and of the landslide reactivation. As a future prospect, the use of such remote sensing data can pinpoint areas where these unplanned quarries could affect the stability of the hillslopes and become a hazard.
How to cite: Ciotină, M. C., Niculiță, M., and Stoilov-Linu, V.: LiDAR, UAV SfM and geomorphic change detection in small quarry and landslide interactions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14651, https://doi.org/10.5194/egusphere-egu21-14651, 2021.
EGU21-14666 | vPICO presentations | NH6.7
Thunderslide - from rainfall to preliminary landslide mapping: implementing an open data-oriented framework for landscape management authoritiesStefano Crema, Lorenzo Marchi, Marco Borga, and Marco Cavalli
Gathering systematic information on the effects of extreme weather events (e.g., flooded areas, shallow landslide and debris flow activations, windthrows) is a fundamental prerequisite for local authorities to put into practice management strategies and establishing early-intervention priorities. The collection of these data is a resource-demanding task requiring huge personnel effort and financial means. Furthermore, events occurring in remote areas with a low chance of intersecting human infrastructure, are rarely detected and mapped accurately, thus leading to incorrect assumptions in relation to both extreme events spatial distribution and especially to the real occurrence probability. The present work aims at tackling some of the above-mentioned issues by providing a framework for obtaining the automatic identification of severe weather events that may have caused important erosional processes or vegetation damage, combined with a quick and preliminary change detection mapping over the identified areas.
The proposed approach leverages the free availability of both high-resolution global scale radar rainfall products and Sentinel-2 multispectral images to identify the areas to be analyzed and to carry out change detection algorithms, respectively. Radar rainfall data are analyzed and areas where high intensity rainfall and/or very important cumulative precipitation has occurred are used as a mask for restricting the subsequent analysis, which, in turn, is based on a multispectral change detection algorithm.
The testing phase of the proposed methodology provided encouraging results: applications to selected mountain catchments hit by the VAIA storm in northeastern Italy (October 2018) were capable of identifying flooded areas, debris-flow and shallow landslide activations and windthrows with good accuracy and with the ability to distinguish between erosional processes and windthrows.
The described approach can serve as a preliminary step toward detailed post-event surveys, but also as a preliminary “quick and dirty” mapping framework for local authorities especially when resources for ad hoc field surveys are not available.
Such a systematic potential change identification, in combination with regular expert-driven validation, can finally pave the way for a process of self-improvement in detection and classification accuracy: if classified changes are validated, machine-learning algorithms can be trained to learn and improve performance not only in change detection accuracy but also in single-scene classification.
Future improvements of the described procedure could be finally devised for allowing a continuous operational activity and for maintaining an open-source software implementation.
How to cite: Crema, S., Marchi, L., Borga, M., and Cavalli, M.: Thunderslide - from rainfall to preliminary landslide mapping: implementing an open data-oriented framework for landscape management authorities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14666, https://doi.org/10.5194/egusphere-egu21-14666, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Gathering systematic information on the effects of extreme weather events (e.g., flooded areas, shallow landslide and debris flow activations, windthrows) is a fundamental prerequisite for local authorities to put into practice management strategies and establishing early-intervention priorities. The collection of these data is a resource-demanding task requiring huge personnel effort and financial means. Furthermore, events occurring in remote areas with a low chance of intersecting human infrastructure, are rarely detected and mapped accurately, thus leading to incorrect assumptions in relation to both extreme events spatial distribution and especially to the real occurrence probability. The present work aims at tackling some of the above-mentioned issues by providing a framework for obtaining the automatic identification of severe weather events that may have caused important erosional processes or vegetation damage, combined with a quick and preliminary change detection mapping over the identified areas.
The proposed approach leverages the free availability of both high-resolution global scale radar rainfall products and Sentinel-2 multispectral images to identify the areas to be analyzed and to carry out change detection algorithms, respectively. Radar rainfall data are analyzed and areas where high intensity rainfall and/or very important cumulative precipitation has occurred are used as a mask for restricting the subsequent analysis, which, in turn, is based on a multispectral change detection algorithm.
The testing phase of the proposed methodology provided encouraging results: applications to selected mountain catchments hit by the VAIA storm in northeastern Italy (October 2018) were capable of identifying flooded areas, debris-flow and shallow landslide activations and windthrows with good accuracy and with the ability to distinguish between erosional processes and windthrows.
The described approach can serve as a preliminary step toward detailed post-event surveys, but also as a preliminary “quick and dirty” mapping framework for local authorities especially when resources for ad hoc field surveys are not available.
Such a systematic potential change identification, in combination with regular expert-driven validation, can finally pave the way for a process of self-improvement in detection and classification accuracy: if classified changes are validated, machine-learning algorithms can be trained to learn and improve performance not only in change detection accuracy but also in single-scene classification.
Future improvements of the described procedure could be finally devised for allowing a continuous operational activity and for maintaining an open-source software implementation.
How to cite: Crema, S., Marchi, L., Borga, M., and Cavalli, M.: Thunderslide - from rainfall to preliminary landslide mapping: implementing an open data-oriented framework for landscape management authorities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14666, https://doi.org/10.5194/egusphere-egu21-14666, 2021.
EGU21-14674 | vPICO presentations | NH6.7
An integrated decision support system using satellite and in-situ data for coastal area hazard mitigation and resilience to natural disastersChristos Kontopoulos, Nikos Grammalidis, Dimitra Kitsiou, Vasiliki Charalampopoulou, Anastasios Tzepkenlis, Anastasia Patera, Zoe Pataki, Zhenhong Li, Peng Li, Li Guangxue, Qiao Lulu, and Ding Dong
Nowadays, the importance of coastal areas is greater than ever, with approximately 10% of the global population living in these areas. These zones are an intermediate space between sea and land and are exposed to a variety of natural (e.g. ground deformation, coastal erosion, flooding, tornados, sea level rise, etc.) and anthropogenic (e.g. excessive urbanisation) hazards. Therefore, their conservation and proper sustainable management is deemed crucial both for economic and environmental purposes. The main goal of the Greece-China bilateral research project “EPIPELAGIC: ExPert Integrated suPport systEm for coastaL mixed urbAn – industrial – critical infrastructure monitorinG usIng Combined technologies” is the design and deployment of an integrated Decision Support System (DSS) for hazard mitigation and resilience. The system exploits near-real time data from both satellite and in-situ sources to efficiently identify and produce alerts for important risks (e.g. coastal flooding, soil erosion, degradation, subsidence), as well as to monitor other important changes (e.g. urbanization, coastline). To this end, a robust methodology has been defined by fusing satellite data (Optical/multispectral, SAR, High Resolution imagery, DEMs etc.) and in situ real-time measurements (tide gauges, GPS/GNSS etc.). For the satellite data pre-processing chain, image composite/mosaic generation techniques will be implemented via Google Earth Engine (GEE) platform in order to access Sentinel 1, Sentinel 2, Landsat 5 and Landsat 8 imagery for the studied time period (1991-2021). These optical and SAR composites will be stored into the main database of the EPIPELAGIC server, after all necessary harmonization and correction techniques, along with other products that are not yet available in GEE (e.g. ERS or Sentinel-1 SLC products) and will have to be locally processed. A Machine Learning (ML) module, using data from this main database will be trained to extract additional high-level information (e.g. coastlines, surface water, urban areas, etc.). Both conventional (e.g. Otsu thresholding, Random Forest, Simple Non-Iterative Clustering (SNIC) algorithm, etc.) and deep learning approaches (e.g. U-NET convolutional networks) will be deployed to address problems such as surface water detection and land cover/use classification. Additionally, in-situ or auxiliary/cadastral datasets will be used as ground truth data. Finally, a Decision Support System (DSS), will be developed to periodically monitor the evolution of these measurements, detect significant changes that may indicate impending risks and hazards, and issue alarms along with suggestions for appropriate actions to mitigate the detected risks. Through the project, the extensive use of Explainable Artificial Intelligence (xAI) techniques will also be investigated in order to provide “explainable recommendations” that will significantly facilitate the users to choose the optimal mitigation approach. The proposed integrated monitoring solutions is currently under development and will be applied in two Areas of Interest, namely Thermaic Gulf in Thessaloniki, Greece, and the Yellow River Delta in China. They are expected to provide valuable knowledge, methodologies and modern techniques for exploring the relevant physical mechanisms and offer an innovative decision support tool. Additionally, all project related research activities will provide ongoing support to the local culture, society, economy and environment in both involved countries, Greece and China.
How to cite: Kontopoulos, C., Grammalidis, N., Kitsiou, D., Charalampopoulou, V., Tzepkenlis, A., Patera, A., Pataki, Z., Li, Z., Li, P., Guangxue, L., Lulu, Q., and Dong, D.: An integrated decision support system using satellite and in-situ data for coastal area hazard mitigation and resilience to natural disasters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14674, https://doi.org/10.5194/egusphere-egu21-14674, 2021.
Nowadays, the importance of coastal areas is greater than ever, with approximately 10% of the global population living in these areas. These zones are an intermediate space between sea and land and are exposed to a variety of natural (e.g. ground deformation, coastal erosion, flooding, tornados, sea level rise, etc.) and anthropogenic (e.g. excessive urbanisation) hazards. Therefore, their conservation and proper sustainable management is deemed crucial both for economic and environmental purposes. The main goal of the Greece-China bilateral research project “EPIPELAGIC: ExPert Integrated suPport systEm for coastaL mixed urbAn – industrial – critical infrastructure monitorinG usIng Combined technologies” is the design and deployment of an integrated Decision Support System (DSS) for hazard mitigation and resilience. The system exploits near-real time data from both satellite and in-situ sources to efficiently identify and produce alerts for important risks (e.g. coastal flooding, soil erosion, degradation, subsidence), as well as to monitor other important changes (e.g. urbanization, coastline). To this end, a robust methodology has been defined by fusing satellite data (Optical/multispectral, SAR, High Resolution imagery, DEMs etc.) and in situ real-time measurements (tide gauges, GPS/GNSS etc.). For the satellite data pre-processing chain, image composite/mosaic generation techniques will be implemented via Google Earth Engine (GEE) platform in order to access Sentinel 1, Sentinel 2, Landsat 5 and Landsat 8 imagery for the studied time period (1991-2021). These optical and SAR composites will be stored into the main database of the EPIPELAGIC server, after all necessary harmonization and correction techniques, along with other products that are not yet available in GEE (e.g. ERS or Sentinel-1 SLC products) and will have to be locally processed. A Machine Learning (ML) module, using data from this main database will be trained to extract additional high-level information (e.g. coastlines, surface water, urban areas, etc.). Both conventional (e.g. Otsu thresholding, Random Forest, Simple Non-Iterative Clustering (SNIC) algorithm, etc.) and deep learning approaches (e.g. U-NET convolutional networks) will be deployed to address problems such as surface water detection and land cover/use classification. Additionally, in-situ or auxiliary/cadastral datasets will be used as ground truth data. Finally, a Decision Support System (DSS), will be developed to periodically monitor the evolution of these measurements, detect significant changes that may indicate impending risks and hazards, and issue alarms along with suggestions for appropriate actions to mitigate the detected risks. Through the project, the extensive use of Explainable Artificial Intelligence (xAI) techniques will also be investigated in order to provide “explainable recommendations” that will significantly facilitate the users to choose the optimal mitigation approach. The proposed integrated monitoring solutions is currently under development and will be applied in two Areas of Interest, namely Thermaic Gulf in Thessaloniki, Greece, and the Yellow River Delta in China. They are expected to provide valuable knowledge, methodologies and modern techniques for exploring the relevant physical mechanisms and offer an innovative decision support tool. Additionally, all project related research activities will provide ongoing support to the local culture, society, economy and environment in both involved countries, Greece and China.
How to cite: Kontopoulos, C., Grammalidis, N., Kitsiou, D., Charalampopoulou, V., Tzepkenlis, A., Patera, A., Pataki, Z., Li, Z., Li, P., Guangxue, L., Lulu, Q., and Dong, D.: An integrated decision support system using satellite and in-situ data for coastal area hazard mitigation and resilience to natural disasters, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14674, https://doi.org/10.5194/egusphere-egu21-14674, 2021.
EGU21-14769 | vPICO presentations | NH6.7
Supporting disaster risk reduction with satellite Earth Observation: Landslide hazard assessment for the Chin road corridor, MyanmarJan Kolomazník, Ivana Hlavacova, and Matthias Schloegl
EO4SD (Earth Observation for Sustainable Development) initiative of the European Space Agency aims at facilitating the uptake and integration of satellite information products and services into development activities of international financial institutions and their partners in targeted countries. Its disaster risk reduction (DRR) cluster plays a crucial role when it comes to impacts of natural hazards on societies.
We present a recent service established within the EO4SD-DRR cluster, which aimed at providing evidence-based support to the design of reconstruction works on the road corridor in mountainous and landslide prone terrain between towns of Kalay and Hakha in Chin state, Myanmar. The whole service is constituted by an ensemble of analytical products and comprises four major components: (1) establishment of a landslide inventory, (2) derivation of landslide susceptibility, (3) slope instability analysis, and (4) overall landslide exposure assessment.
First, a landslide inventory of historic landslide events was derived from optical satellite imagery. Second, by linking the landslide inventory with geomorphological features derived from a digital elevation model as well as geological and land cover data, a comprehensive landslide susceptibility map was derived. This was accomplished by employing robust machine learning ensemble methods, inherently tackling the problem of class imbalance, and yielding not only the estimated susceptibility, but also its corresponding uncertainty. Third, a slope instability assessment was obtained via multi-temporal InSAR. Interferometric analysis provided estimates of terrain displacement velocities from Sentinel-1 data from ascending and descending trajectories and by leveraging both persistent scatterer and the small baselines methods. As the atmospheric phase screen could not be reliably estimated the area of interest had to be split into several sub-areas processed independently. Due to large amount of points with non-linear displacements and varying noise levels, InSAR measurement points were filtered using both coherence threshold and features representing length of reliable period derived by segmentation of displacement time series. Displacement velocities were converted from satellite line-of-sight to direction of maximum slope gradient and point attributes were supplemented with metadata indicating detected points’ reliability based on combination of coherence and directional sensitivity. Finally, exposure of road segments to landslide hazard represented by susceptibility and estimated slope instabilities was quantified and presented in dedicated web application to allow intuitive identification of hazard hot-spots.
Despite several methodological challenges products demonstrate robustness and utility of Earth Observation technology to address landslide hazard screening and to support targeting and protecting investments into landslide mitigation measures along the road corridor.
How to cite: Kolomazník, J., Hlavacova, I., and Schloegl, M.: Supporting disaster risk reduction with satellite Earth Observation: Landslide hazard assessment for the Chin road corridor, Myanmar , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14769, https://doi.org/10.5194/egusphere-egu21-14769, 2021.
EO4SD (Earth Observation for Sustainable Development) initiative of the European Space Agency aims at facilitating the uptake and integration of satellite information products and services into development activities of international financial institutions and their partners in targeted countries. Its disaster risk reduction (DRR) cluster plays a crucial role when it comes to impacts of natural hazards on societies.
We present a recent service established within the EO4SD-DRR cluster, which aimed at providing evidence-based support to the design of reconstruction works on the road corridor in mountainous and landslide prone terrain between towns of Kalay and Hakha in Chin state, Myanmar. The whole service is constituted by an ensemble of analytical products and comprises four major components: (1) establishment of a landslide inventory, (2) derivation of landslide susceptibility, (3) slope instability analysis, and (4) overall landslide exposure assessment.
First, a landslide inventory of historic landslide events was derived from optical satellite imagery. Second, by linking the landslide inventory with geomorphological features derived from a digital elevation model as well as geological and land cover data, a comprehensive landslide susceptibility map was derived. This was accomplished by employing robust machine learning ensemble methods, inherently tackling the problem of class imbalance, and yielding not only the estimated susceptibility, but also its corresponding uncertainty. Third, a slope instability assessment was obtained via multi-temporal InSAR. Interferometric analysis provided estimates of terrain displacement velocities from Sentinel-1 data from ascending and descending trajectories and by leveraging both persistent scatterer and the small baselines methods. As the atmospheric phase screen could not be reliably estimated the area of interest had to be split into several sub-areas processed independently. Due to large amount of points with non-linear displacements and varying noise levels, InSAR measurement points were filtered using both coherence threshold and features representing length of reliable period derived by segmentation of displacement time series. Displacement velocities were converted from satellite line-of-sight to direction of maximum slope gradient and point attributes were supplemented with metadata indicating detected points’ reliability based on combination of coherence and directional sensitivity. Finally, exposure of road segments to landslide hazard represented by susceptibility and estimated slope instabilities was quantified and presented in dedicated web application to allow intuitive identification of hazard hot-spots.
Despite several methodological challenges products demonstrate robustness and utility of Earth Observation technology to address landslide hazard screening and to support targeting and protecting investments into landslide mitigation measures along the road corridor.
How to cite: Kolomazník, J., Hlavacova, I., and Schloegl, M.: Supporting disaster risk reduction with satellite Earth Observation: Landslide hazard assessment for the Chin road corridor, Myanmar , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14769, https://doi.org/10.5194/egusphere-egu21-14769, 2021.
EGU21-15694 | vPICO presentations | NH6.7
Risk of Ground Movement in Faridabad, India – Investigated using Remote Sensing and In-Situ DataShagun Garg, Vamshi Karanam, Mahdi Motagh, and Indu Jayaluxmi
Land surface elevation changes can cause damage to infrastructure and other resources; thus, its monitoring is crucial for the safety and economics of the city. Long-term excessive extraction of underground water is one of the factors that causes ground to sink. Faridabad, the industrial hub of Haryana, a state in north India is staring a severe water crisis in the near future and has already been declared as a dark zone with regard to groundwater resources. At many places, the underground water table has dropped more than 150m. The plummeting groundwater levels and the geology of this region make it prone to subsidence.
Continuous monitoring of land surface elevations using traditional surveying techniques can be time-consuming and labor-intensive. Several studies have shown the potential of remote sensing techniques in monitoring the changes in topography to an mm level accuracy. In this study, we used the elevation change map (derived using 200+ sentinel -1 images), subsidence gradient, groundwater in-situ data, population, population density, land cover, and lithology. These information were then processed and analyzed in a geographical information system to perform a hazard vulnerability and risk assessment. The final risk map was classified into three different classes viz high, medium, and low risk pertaining to ground movement.
The results indicate that the high-risk zone covers an area of more than 2.5 square kilometers. New Industrial Town (NIT) in Faridabad with an estimated population of more than 1.5 million, is found to be at high risk of ground movement. Groundwater levels in this area are currently depleting by more than 5m/year. Some other areas which are under high risk are the Dabua colony, Sanjay Gandhi Memorial Nagar, and Gandhi colony. All these regions have a high population density and demand urgent government attention.
How to cite: Garg, S., Karanam, V., Motagh, M., and Jayaluxmi, I.: Risk of Ground Movement in Faridabad, India – Investigated using Remote Sensing and In-Situ Data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15694, https://doi.org/10.5194/egusphere-egu21-15694, 2021.
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Land surface elevation changes can cause damage to infrastructure and other resources; thus, its monitoring is crucial for the safety and economics of the city. Long-term excessive extraction of underground water is one of the factors that causes ground to sink. Faridabad, the industrial hub of Haryana, a state in north India is staring a severe water crisis in the near future and has already been declared as a dark zone with regard to groundwater resources. At many places, the underground water table has dropped more than 150m. The plummeting groundwater levels and the geology of this region make it prone to subsidence.
Continuous monitoring of land surface elevations using traditional surveying techniques can be time-consuming and labor-intensive. Several studies have shown the potential of remote sensing techniques in monitoring the changes in topography to an mm level accuracy. In this study, we used the elevation change map (derived using 200+ sentinel -1 images), subsidence gradient, groundwater in-situ data, population, population density, land cover, and lithology. These information were then processed and analyzed in a geographical information system to perform a hazard vulnerability and risk assessment. The final risk map was classified into three different classes viz high, medium, and low risk pertaining to ground movement.
The results indicate that the high-risk zone covers an area of more than 2.5 square kilometers. New Industrial Town (NIT) in Faridabad with an estimated population of more than 1.5 million, is found to be at high risk of ground movement. Groundwater levels in this area are currently depleting by more than 5m/year. Some other areas which are under high risk are the Dabua colony, Sanjay Gandhi Memorial Nagar, and Gandhi colony. All these regions have a high population density and demand urgent government attention.
How to cite: Garg, S., Karanam, V., Motagh, M., and Jayaluxmi, I.: Risk of Ground Movement in Faridabad, India – Investigated using Remote Sensing and In-Situ Data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15694, https://doi.org/10.5194/egusphere-egu21-15694, 2021.
EGU21-16194 | vPICO presentations | NH6.7
Global Flood Mapper: Democratising open EO resources for flood mappingPratyush Tripathy and Teja Malladi
Climate change has increased the frequency of flood events globally. Floods cause massive loss of life and cause the expenditure of billions of dollars. While it is important to curb floods caused by anthropogenic factors in the first place, it is equally important to reduce the impact in the aftermath of floods. The extent of past flood events is crucial for developing disaster management plans and flood hazard modelling. Due to the lack of capacity and availability of the funds with local officials, many past disasters remain unmapped and the information is just limited to total life loss and damage estimates.
Satellite data has been widely hailed as an alternative to drone and aerial surveys. And recent advances in open Earth Observation (EO) data availability, for instance, the Sentinel-1 SAR data by the European Space Agency (ESA), and cloud processing platforms such as the Google Earth Engine (GEE) have opened unprecedented opportunities for using EO data for hazard and disaster response efforts. Recent literature in the field of EO is witnessing an increasing number of the Sentinel-1 and GEE combination for flood mapping.
In the present work, we demonstrate the utility of a recently developed tool, the Global Flood Mapper (GFM), which is an open GEE application for rapid mapping of flood inundation extent using Sentinel-1 data. GFM uses a pre-flood time period to analyse numerous Sentinel-1 scenes of the same study area, this accounts for seasonal variation and has lesser noise as compared to other methods that use just one pre-flood scene. We map a couple of flood events across the globe to demonstrate the scalability and ease of using GFM. In addition, we analyse the flood hazard vulnerability of the state of Bihar in India using flood extent for the year 2018, 2019 and 2020 by delineating frequently flooding areas. This showcases yet another crucial utility of the GFM tool. GFM can support the flood extent mapping of the past events in addition to the rapid flood mapping of the current events, that could aid researchers and disaster managers for better flood preparedness and response.
We access GFM through the link available on this public repository: https://github.com/PratyushTripathy/global_flood_mapper
How to cite: Tripathy, P. and Malladi, T.: Global Flood Mapper: Democratising open EO resources for flood mapping, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16194, https://doi.org/10.5194/egusphere-egu21-16194, 2021.
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Climate change has increased the frequency of flood events globally. Floods cause massive loss of life and cause the expenditure of billions of dollars. While it is important to curb floods caused by anthropogenic factors in the first place, it is equally important to reduce the impact in the aftermath of floods. The extent of past flood events is crucial for developing disaster management plans and flood hazard modelling. Due to the lack of capacity and availability of the funds with local officials, many past disasters remain unmapped and the information is just limited to total life loss and damage estimates.
Satellite data has been widely hailed as an alternative to drone and aerial surveys. And recent advances in open Earth Observation (EO) data availability, for instance, the Sentinel-1 SAR data by the European Space Agency (ESA), and cloud processing platforms such as the Google Earth Engine (GEE) have opened unprecedented opportunities for using EO data for hazard and disaster response efforts. Recent literature in the field of EO is witnessing an increasing number of the Sentinel-1 and GEE combination for flood mapping.
In the present work, we demonstrate the utility of a recently developed tool, the Global Flood Mapper (GFM), which is an open GEE application for rapid mapping of flood inundation extent using Sentinel-1 data. GFM uses a pre-flood time period to analyse numerous Sentinel-1 scenes of the same study area, this accounts for seasonal variation and has lesser noise as compared to other methods that use just one pre-flood scene. We map a couple of flood events across the globe to demonstrate the scalability and ease of using GFM. In addition, we analyse the flood hazard vulnerability of the state of Bihar in India using flood extent for the year 2018, 2019 and 2020 by delineating frequently flooding areas. This showcases yet another crucial utility of the GFM tool. GFM can support the flood extent mapping of the past events in addition to the rapid flood mapping of the current events, that could aid researchers and disaster managers for better flood preparedness and response.
We access GFM through the link available on this public repository: https://github.com/PratyushTripathy/global_flood_mapper
How to cite: Tripathy, P. and Malladi, T.: Global Flood Mapper: Democratising open EO resources for flood mapping, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16194, https://doi.org/10.5194/egusphere-egu21-16194, 2021.
NH6.8 – Remote Sensing & Cultural Heritage
EGU21-343 | vPICO presentations | NH6.8 | Highlight
Implementation of computation codes in geostructural surveys to evaluate rock mass stability aimed at the protection of cultural heritageStefano Cardia, Biagio Palma, and Mario Parise
Instability of rock masses is a frequent problem in Italy, which territory is naturally predisposed to a variety of geological hazards. Therefore, issues related to the study of rock masses have always been of primary importance, since their consequences directly affect human lives and the urbanized areas, causing severe losses to society. In order to identify the areas most susceptible to gravity-related phenomena in such settings, the traditional approaches are often not sufficient, and need to be integrated by new tools and techniques aimed at properly and quantitatively describe the structural arrangement of rock masses. These include the use of close range remote sensing techniques. It is now many years that various attempts have been made to standardize processes to extract volumetric shapes from digital data, in order to individuate geometrical features in point clouds and, eventually, to identify discontinuities on rock outcrops.
We present an attempt to develop and experimentally implement an application of computation codes and software control via command line, to carry out geomechanical investigations on rock masses, starting from 3D surveys. The final goal is to provide reliable results on the likely instability processes in surface and underground settings, as a contribution to the mitigation of the related risks. For this aim, a novel approach is proposed: in order to combine user observation made in situ and on digital results of scanning, our attention was focused on developing non-automatic methods, which could allow, giving a tolerance angle for both dip and dip direction, the extraction of discontinuities on well-structured datasets representing point clouds. This approach could be considered a fully supervised type of classification, because the user can specify the query by placing a numerical input representing an interval of tolerance in degrees; then, it has as output a cluster of planar surfaces belonging to the given interval for each set. The code, organized in a basic software called GEODS (alpha version), which runs on Windows operating systems, also utilizes the results to represent the rocky surfaces on charts and stereographic projections, and is able to calculate standard deviation and mean values of the classified clusters. It is useful to identify the density of each identified discontinuity and to evaluate potential kinematics as well, based on geometric relationships, through analyses carried by a skilled user. This approach was tested at the Cocceio cave, in Campania, southern Italy: this site has historical importance since the Roman age. Reused during World War II, it is now part of a redevelopment project of the Phlegraean Fields, an area renowned for its natural beauty, which includes numerous archaeological sites. At the cave, with this new method, we were able to recognize an additional set, with minor frequency than the other sets, and which was not identified during previous studies.
As a final result, it is thus expected to contribute in an innovative way to the implementation of alternative and accurate methods in structural analysis and the geomechanical characterization of rock masses.
How to cite: Cardia, S., Palma, B., and Parise, M.: Implementation of computation codes in geostructural surveys to evaluate rock mass stability aimed at the protection of cultural heritage, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-343, https://doi.org/10.5194/egusphere-egu21-343, 2021.
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Instability of rock masses is a frequent problem in Italy, which territory is naturally predisposed to a variety of geological hazards. Therefore, issues related to the study of rock masses have always been of primary importance, since their consequences directly affect human lives and the urbanized areas, causing severe losses to society. In order to identify the areas most susceptible to gravity-related phenomena in such settings, the traditional approaches are often not sufficient, and need to be integrated by new tools and techniques aimed at properly and quantitatively describe the structural arrangement of rock masses. These include the use of close range remote sensing techniques. It is now many years that various attempts have been made to standardize processes to extract volumetric shapes from digital data, in order to individuate geometrical features in point clouds and, eventually, to identify discontinuities on rock outcrops.
We present an attempt to develop and experimentally implement an application of computation codes and software control via command line, to carry out geomechanical investigations on rock masses, starting from 3D surveys. The final goal is to provide reliable results on the likely instability processes in surface and underground settings, as a contribution to the mitigation of the related risks. For this aim, a novel approach is proposed: in order to combine user observation made in situ and on digital results of scanning, our attention was focused on developing non-automatic methods, which could allow, giving a tolerance angle for both dip and dip direction, the extraction of discontinuities on well-structured datasets representing point clouds. This approach could be considered a fully supervised type of classification, because the user can specify the query by placing a numerical input representing an interval of tolerance in degrees; then, it has as output a cluster of planar surfaces belonging to the given interval for each set. The code, organized in a basic software called GEODS (alpha version), which runs on Windows operating systems, also utilizes the results to represent the rocky surfaces on charts and stereographic projections, and is able to calculate standard deviation and mean values of the classified clusters. It is useful to identify the density of each identified discontinuity and to evaluate potential kinematics as well, based on geometric relationships, through analyses carried by a skilled user. This approach was tested at the Cocceio cave, in Campania, southern Italy: this site has historical importance since the Roman age. Reused during World War II, it is now part of a redevelopment project of the Phlegraean Fields, an area renowned for its natural beauty, which includes numerous archaeological sites. At the cave, with this new method, we were able to recognize an additional set, with minor frequency than the other sets, and which was not identified during previous studies.
As a final result, it is thus expected to contribute in an innovative way to the implementation of alternative and accurate methods in structural analysis and the geomechanical characterization of rock masses.
How to cite: Cardia, S., Palma, B., and Parise, M.: Implementation of computation codes in geostructural surveys to evaluate rock mass stability aimed at the protection of cultural heritage, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-343, https://doi.org/10.5194/egusphere-egu21-343, 2021.
EGU21-1110 | vPICO presentations | NH6.8
Unmanned Aerial Vehicle (UAV) time-lapse monitoring of the instability processes affecting Varano Hill: A case study of the ancient Roman site of Villa AriannaRenato Somma, Alfredo Trocciola, Daniele Spizzichino, Alessandro Fedele, Gabriele Leoni, Fabio Matano, Karen Holmberg, Claudia Troise, Giuseppe De Natale, Maria Cristina Napolitano, and Claudio Margottini
The archaeological site of Villa Arianna - located on Varano Hill, south of Vesuvius - offer tantalizing information regarding first-century AD resilience to hydrogeological risk. Additionally, the site provides an important test case for mitigation efforts of current and future geo-hazard. Villa Arianna, notable in particular for its wall frescoes, is part of a complex of Roman villas built between 89 BC and AD 79 in the ancient coastal resort area of Stabiae. This villa complex is located on a morphological terrace that separates the ruins from the present-day urban center of Castellammare di Stabia. The Varano hill is formed of alternating pyroclastic deposits, from the Vesuvius Complex, and alluvial sediments, from the Sarno River. The area, in AD 79, was completely covered by PDCs from the Plinian eruption of Vesuvius. Due to the geomorphological structure the slope is prone to slope instability phenomena that are mainly represented by earth and debris flows, usually triggered by heavy rainfall. The susceptibility is worsened by changes in hydraulic and land-use conditions mainly caused by lack of maintenance of mitigation works. Villa Arianna is the subject of a joint pilot project of the INGV-ENEA-ISPRA that includes non-invasive monitoring techniques such as the use of UAVs to study the areas of the slope at higher risk of instability. The project, in particular, seeks to implement innovative mitigation solutions that are non-destructive to the cultural heritage. UAVs represent the fastest way to produce high-resolution 3D models of large sites and allow archaeologists to collect accurate spatial data that can be used for 3D GIS analyses. Through this pilot project, we have used detailed 3D models and high-resolution ortho-images for new analyses and documentation of the site and to map the slope instabilities that threatens the Villa Arianna site. Through multi-temporal analyses of different data acquisitions, we intend to define the detailed morphological evolution of the entire Varano slope. These analyses will allow us to highlight priority areas for future low-impact mitigation interventions.
How to cite: Somma, R., Trocciola, A., Spizzichino, D., Fedele, A., Leoni, G., Matano, F., Holmberg, K., Troise, C., De Natale, G., Napolitano, M. C., and Margottini, C.: Unmanned Aerial Vehicle (UAV) time-lapse monitoring of the instability processes affecting Varano Hill: A case study of the ancient Roman site of Villa Arianna, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1110, https://doi.org/10.5194/egusphere-egu21-1110, 2021.
The archaeological site of Villa Arianna - located on Varano Hill, south of Vesuvius - offer tantalizing information regarding first-century AD resilience to hydrogeological risk. Additionally, the site provides an important test case for mitigation efforts of current and future geo-hazard. Villa Arianna, notable in particular for its wall frescoes, is part of a complex of Roman villas built between 89 BC and AD 79 in the ancient coastal resort area of Stabiae. This villa complex is located on a morphological terrace that separates the ruins from the present-day urban center of Castellammare di Stabia. The Varano hill is formed of alternating pyroclastic deposits, from the Vesuvius Complex, and alluvial sediments, from the Sarno River. The area, in AD 79, was completely covered by PDCs from the Plinian eruption of Vesuvius. Due to the geomorphological structure the slope is prone to slope instability phenomena that are mainly represented by earth and debris flows, usually triggered by heavy rainfall. The susceptibility is worsened by changes in hydraulic and land-use conditions mainly caused by lack of maintenance of mitigation works. Villa Arianna is the subject of a joint pilot project of the INGV-ENEA-ISPRA that includes non-invasive monitoring techniques such as the use of UAVs to study the areas of the slope at higher risk of instability. The project, in particular, seeks to implement innovative mitigation solutions that are non-destructive to the cultural heritage. UAVs represent the fastest way to produce high-resolution 3D models of large sites and allow archaeologists to collect accurate spatial data that can be used for 3D GIS analyses. Through this pilot project, we have used detailed 3D models and high-resolution ortho-images for new analyses and documentation of the site and to map the slope instabilities that threatens the Villa Arianna site. Through multi-temporal analyses of different data acquisitions, we intend to define the detailed morphological evolution of the entire Varano slope. These analyses will allow us to highlight priority areas for future low-impact mitigation interventions.
How to cite: Somma, R., Trocciola, A., Spizzichino, D., Fedele, A., Leoni, G., Matano, F., Holmberg, K., Troise, C., De Natale, G., Napolitano, M. C., and Margottini, C.: Unmanned Aerial Vehicle (UAV) time-lapse monitoring of the instability processes affecting Varano Hill: A case study of the ancient Roman site of Villa Arianna, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1110, https://doi.org/10.5194/egusphere-egu21-1110, 2021.
EGU21-8676 | vPICO presentations | NH6.8
Maritime built heritage and marine wildlife: Remote sensing as a tool to identify and prioritise integrated conservation in coastal environmentsTim Baxter, Martin Coombes, and Heather Viles
Maritime built heritage is threatened by natural hazards and human activities around the world. Likewise, marine wildlife is increasingly threatened by the effects of climate change and human development. Due to their age and traditional construction, maritime built heritage (e.g. historic harbours) may provide unique habitats for diverse assemblages of marine wildlife. Yet, as aspects of built heritage are often missing in assessments of marine infrastructure, identifying which heritage assets have the potential to provide the greatest ecological benefits remains a challenge. An improved understanding of the ecological importance of maritime built heritage can enhance arguments for its continued protection, maintenance and repair. At the same time, this may present new opportunities to conserve important and largely unidentified hotspots of marine biodiversity.
Using preliminary results from the Isles of Scilly, UK, this study presents a novel method for quantifying the full extent of marine engineering structures (including heritage assets) at a regional scale, and for identifying priority structures for joint biodiversity and heritage conservation.
Remote sensing data were considered alongside historic environment data and records of modern coastal defences in a rapid desk-based assessment to create a complete inventory of marine structures along the entire coastline of the Isles of Scilly. In total, 68 structures were recorded (6,180 m in length), with over half registered as heritage assets. LiDAR and aerial photography were used to determine the site characteristics of each structure (e.g. shore position). This allowed for an initial assessment of the potential ecological importance of these structures when considered alongside structural information, including building age and material. By evaluating the ecological potential and heritage value of each structure using a novel scoring system, priorities for conservation and other managed interventions are identified. This includes listed buildings and scheduled monuments that due to their construction features and shore position are most likely to support diverse marine assemblages.
Combined ecological-heritage evaluations incorporating remote sensing datasets allow for the identification of those structures with the greatest potential for the integrated conservation of built heritage and marine wildlife. Research is now needed to develop this method further, ground-truth its outputs, and test its application in other geographical locations and at varying scales.
How to cite: Baxter, T., Coombes, M., and Viles, H.: Maritime built heritage and marine wildlife: Remote sensing as a tool to identify and prioritise integrated conservation in coastal environments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8676, https://doi.org/10.5194/egusphere-egu21-8676, 2021.
Maritime built heritage is threatened by natural hazards and human activities around the world. Likewise, marine wildlife is increasingly threatened by the effects of climate change and human development. Due to their age and traditional construction, maritime built heritage (e.g. historic harbours) may provide unique habitats for diverse assemblages of marine wildlife. Yet, as aspects of built heritage are often missing in assessments of marine infrastructure, identifying which heritage assets have the potential to provide the greatest ecological benefits remains a challenge. An improved understanding of the ecological importance of maritime built heritage can enhance arguments for its continued protection, maintenance and repair. At the same time, this may present new opportunities to conserve important and largely unidentified hotspots of marine biodiversity.
Using preliminary results from the Isles of Scilly, UK, this study presents a novel method for quantifying the full extent of marine engineering structures (including heritage assets) at a regional scale, and for identifying priority structures for joint biodiversity and heritage conservation.
Remote sensing data were considered alongside historic environment data and records of modern coastal defences in a rapid desk-based assessment to create a complete inventory of marine structures along the entire coastline of the Isles of Scilly. In total, 68 structures were recorded (6,180 m in length), with over half registered as heritage assets. LiDAR and aerial photography were used to determine the site characteristics of each structure (e.g. shore position). This allowed for an initial assessment of the potential ecological importance of these structures when considered alongside structural information, including building age and material. By evaluating the ecological potential and heritage value of each structure using a novel scoring system, priorities for conservation and other managed interventions are identified. This includes listed buildings and scheduled monuments that due to their construction features and shore position are most likely to support diverse marine assemblages.
Combined ecological-heritage evaluations incorporating remote sensing datasets allow for the identification of those structures with the greatest potential for the integrated conservation of built heritage and marine wildlife. Research is now needed to develop this method further, ground-truth its outputs, and test its application in other geographical locations and at varying scales.
How to cite: Baxter, T., Coombes, M., and Viles, H.: Maritime built heritage and marine wildlife: Remote sensing as a tool to identify and prioritise integrated conservation in coastal environments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8676, https://doi.org/10.5194/egusphere-egu21-8676, 2021.
EGU21-9584 | vPICO presentations | NH6.8
Copernicus InSAR applications for the protection of Cultural Heritage: EO4GEO use case at Baia Roman ThermaeGabriele Leoni, Federica Ferrigno, Paolo Maria Guarino, Luca Guerrieri, Francesco Menniti, Fabio Pagano, Marida Salvatori, and Daniele Spizzichino
EO4GEO is an Erasmus+ Project aiming at defining a long-term and sustainable strategy to fill the gap between supply of and demand for space/geospatial education and training in the Copernicus domain. To test and validate the approach a series of training actions are ongoing for selected scenarios in three sub-sectors: 1) Integrated Applications, 2) Smart Cities, 3) Climate Change. ISPRA, which includes the Geological Survey of Italy, is contributing to the development of Integrated Applications, coordinating different scenarios fostering the uptake of EO data, services and standardized methodologies of analysis. Available EO data were tested to evaluate their effectiveness and efficiency in different fields (e.g. ground motion monitoring on Cultural Heritage, agro monitoring to support regional decision-making; land change detection, geohazard zoning, risk assessment, etc.). Here we present the preliminary results concerning the InSAR analysis and the development of different training actions on ground motion monitoring on potential slope instabilities affecting Cultural Heritage sites. The selected site is the Roman Thermae at Baia (Naples), being part of the “Parco Archeologico dei Campi Flegrei”, located close to active calderas. The area is characterized by a sequence (from the bottom to the top) of volcanic breccia, pyroclastic deposits and surge deposits; Phlegrean Fields represent an exceptional example of volcanic-related subsidence with unrest cycles characterized by intense ground uplift and lowering. The instability phenomena depend mainly on the acclivity of the top sector of the slope, with the activation of small collapse events, and on the lack of ordinary management and maintenance of the area (e.g. invasive vegetation, absence of drainage system). A preliminary InSAR analysis was performed exploiting ERS datasets (1993–2003), showing regional ground lowering, with deformation rates (5-10 mm/yr) that are consistent with the general down lift cycle affecting the whole area in that that period. Ongoing InSAR data processing are focused on SENTINEL-1 data (April 2016 - August 2020) allowing us to explore most recent evolution of instability phenomena. Data processing has been performed using the SeNtinel’s Application Platform (SNAP-ESA) and the Stanford Method of Persistent Scatterers (StaMPS). The dataset is composed by 79 descending and 81 ascending scenes, and the single master stack contains 76 interferograms from the descending and 80 from the ascending geometry. Additionally, SRTM DEM was used in the interferometric processing. Obtained results clearly show a ground uplifting in the investigated period, with displacement rates ranging between 5 and 10 mm/yr (5.2 mm/yr average value of the study area). Any differential displacement has been observed on the exposed elements of the site. A training module focused on this use case is under development, thus contributing to fill the gap between supply and demand in the Copernicus domain, main goal of the EO4GEO project. The definition of step-by-step methodology from EO data to final processing will be defined and connected to learning outcomes, sectorial and transversal skills contributing to finalize the main goal of the EO4GEO project.
How to cite: Leoni, G., Ferrigno, F., Guarino, P. M., Guerrieri, L., Menniti, F., Pagano, F., Salvatori, M., and Spizzichino, D.: Copernicus InSAR applications for the protection of Cultural Heritage: EO4GEO use case at Baia Roman Thermae, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9584, https://doi.org/10.5194/egusphere-egu21-9584, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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EO4GEO is an Erasmus+ Project aiming at defining a long-term and sustainable strategy to fill the gap between supply of and demand for space/geospatial education and training in the Copernicus domain. To test and validate the approach a series of training actions are ongoing for selected scenarios in three sub-sectors: 1) Integrated Applications, 2) Smart Cities, 3) Climate Change. ISPRA, which includes the Geological Survey of Italy, is contributing to the development of Integrated Applications, coordinating different scenarios fostering the uptake of EO data, services and standardized methodologies of analysis. Available EO data were tested to evaluate their effectiveness and efficiency in different fields (e.g. ground motion monitoring on Cultural Heritage, agro monitoring to support regional decision-making; land change detection, geohazard zoning, risk assessment, etc.). Here we present the preliminary results concerning the InSAR analysis and the development of different training actions on ground motion monitoring on potential slope instabilities affecting Cultural Heritage sites. The selected site is the Roman Thermae at Baia (Naples), being part of the “Parco Archeologico dei Campi Flegrei”, located close to active calderas. The area is characterized by a sequence (from the bottom to the top) of volcanic breccia, pyroclastic deposits and surge deposits; Phlegrean Fields represent an exceptional example of volcanic-related subsidence with unrest cycles characterized by intense ground uplift and lowering. The instability phenomena depend mainly on the acclivity of the top sector of the slope, with the activation of small collapse events, and on the lack of ordinary management and maintenance of the area (e.g. invasive vegetation, absence of drainage system). A preliminary InSAR analysis was performed exploiting ERS datasets (1993–2003), showing regional ground lowering, with deformation rates (5-10 mm/yr) that are consistent with the general down lift cycle affecting the whole area in that that period. Ongoing InSAR data processing are focused on SENTINEL-1 data (April 2016 - August 2020) allowing us to explore most recent evolution of instability phenomena. Data processing has been performed using the SeNtinel’s Application Platform (SNAP-ESA) and the Stanford Method of Persistent Scatterers (StaMPS). The dataset is composed by 79 descending and 81 ascending scenes, and the single master stack contains 76 interferograms from the descending and 80 from the ascending geometry. Additionally, SRTM DEM was used in the interferometric processing. Obtained results clearly show a ground uplifting in the investigated period, with displacement rates ranging between 5 and 10 mm/yr (5.2 mm/yr average value of the study area). Any differential displacement has been observed on the exposed elements of the site. A training module focused on this use case is under development, thus contributing to fill the gap between supply and demand in the Copernicus domain, main goal of the EO4GEO project. The definition of step-by-step methodology from EO data to final processing will be defined and connected to learning outcomes, sectorial and transversal skills contributing to finalize the main goal of the EO4GEO project.
How to cite: Leoni, G., Ferrigno, F., Guarino, P. M., Guerrieri, L., Menniti, F., Pagano, F., Salvatori, M., and Spizzichino, D.: Copernicus InSAR applications for the protection of Cultural Heritage: EO4GEO use case at Baia Roman Thermae, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9584, https://doi.org/10.5194/egusphere-egu21-9584, 2021.
EGU21-10902 | vPICO presentations | NH6.8
Geophysical investigations of medieval paintings at St. Petri Cathedral Schleswig (Germany) with georadar and thermographyYunus Esel, Ercan Erkul, Detlef Schulte-Kortnack, Christian Leonhardt, and Thomas Meier
The preservation of culturally significant buildings is challenging due to the variety of historical building materials, the often complex building history and damage patterns. It is usually associated with high financial costs. Non-destructive testing may help to plan, optimize, and monitor conservation measures. Here, we report on non-destructive testing of moisture distribution at the Cathedral St. Petri in Schleswig (Germany) using thermography and georadar measurements. These methods are standard methods in engineering geology and construction. In the field of heritage conservation, however, the application and especially the combination of several of these methods is not yet established.
The walls of the ‘Schwahl’ (a three-sided cloister) show medieval paintings from the 14th century. In the Schwahl, large-scale alterations occur due to gypsum deposits and a shellac coating. Active thermography measurements were taken before and after test treatments to evaluate the effectiveness of the use of different solvents to remove the shellac and the gypsum deposits. Passive thermography and georadar measurements indicate increased moisture content in the area of the gypsum deposits likely caused by a permeable horizontal sealing barrier below the paintings. Examples of the measurements are shown and the processing of the thermography and georadar measurements including the attenuation analysis are discussed.
How to cite: Esel, Y., Erkul, E., Schulte-Kortnack, D., Leonhardt, C., and Meier, T.: Geophysical investigations of medieval paintings at St. Petri Cathedral Schleswig (Germany) with georadar and thermography, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10902, https://doi.org/10.5194/egusphere-egu21-10902, 2021.
The preservation of culturally significant buildings is challenging due to the variety of historical building materials, the often complex building history and damage patterns. It is usually associated with high financial costs. Non-destructive testing may help to plan, optimize, and monitor conservation measures. Here, we report on non-destructive testing of moisture distribution at the Cathedral St. Petri in Schleswig (Germany) using thermography and georadar measurements. These methods are standard methods in engineering geology and construction. In the field of heritage conservation, however, the application and especially the combination of several of these methods is not yet established.
The walls of the ‘Schwahl’ (a three-sided cloister) show medieval paintings from the 14th century. In the Schwahl, large-scale alterations occur due to gypsum deposits and a shellac coating. Active thermography measurements were taken before and after test treatments to evaluate the effectiveness of the use of different solvents to remove the shellac and the gypsum deposits. Passive thermography and georadar measurements indicate increased moisture content in the area of the gypsum deposits likely caused by a permeable horizontal sealing barrier below the paintings. Examples of the measurements are shown and the processing of the thermography and georadar measurements including the attenuation analysis are discussed.
How to cite: Esel, Y., Erkul, E., Schulte-Kortnack, D., Leonhardt, C., and Meier, T.: Geophysical investigations of medieval paintings at St. Petri Cathedral Schleswig (Germany) with georadar and thermography, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10902, https://doi.org/10.5194/egusphere-egu21-10902, 2021.
EGU21-13397 | vPICO presentations | NH6.8
SpaCeborne SAR Interferometry as a Noninvasive tool to assess the vulnerability over Cultural hEritage sites (SCIENCE)Athanasia-Maria Tompolidi, Issaak Parcharidis, Constantinos Loupasakis, Michalis Fragkiadakis, Pantelis Soupios, Eleni Grigorakou, Zeinep Achmet, Georgia Kalousi, Vasiliki Eleutheriou, Dionysia Michalopoulou, Rozalia Christodoulopoulou, Eleni Kanaki, Dionysia Mavromati, Vassiliki Sythiakaki, Panagiotis Elias, and Theodoros Gatsios
Cultural heritage is a key element of history as the ancient monuments and archaeological sites enrich today’s societies and help connect us to our cultural origins. The project entitled ''SpaCeborne SAR Interferometry as a Nonivasive tool to assess the vulnerability over Cultural hEritage sites (SCIENCE)'' has as ultimate objective to predict the vulnerability of the archaeological sites to ground deformation in time and space and protect them against natural/man-made damage. The SCIENCE project aims to develop, demonstrate, and validate, in terms of geotechnical local conditions and monuments’ structural health, SAR interferometric techniques to monitor potential ground deformation affecting the archaeological sites and monuments of great importance.
During the last few years, spaceborne Synthetic Aperture Radar (SAR) interferometry has proven to be a powerful remote sensing tool for detecting and measuring ground deformation and studying the deformation’s impact on man-made structures. It provides centimeter to millimeter resolution and even single buildings/monuments can be mapped from space. Considering the limitations of conventional MT-InSAR techniques, such as Persistent Scatterers Interferometry (PSI), in this project a two-step Tomography-based Persistent Scatterers (PS) Interferometry (Tomo-PSInSAR) approach is proposed for monitoring ground deformation and structural instabilities over the Ancient City Walls (Ming Dynasty) in Nanjing city, China and in the Great Wall in Zhangjiakou, China. The Tomo-PSInSAR is capable of separating overlaid PS in the same location, minimizing the unfavorable layover effects of slant-range imaging in SAR data. Moreover, the demonstrations are performed on well-known test sites in China and in Greece, such as: a) Ming Dynasty City Walls in Nanjing, b) Great Wall in Zhangjiakou, c) Acropolis complex of Athens and d) Heraklion walls (Crete Island), respectively.
In particular, in the framework of SCIENCE project are processed several radar datasets such as Sentinel 1 A & B data of Copernicus program and the high resolution TerraSAR-X data. The products of Persistent Scatterers Interferometry (PSI) are exported in various formats for the identification of the persistent scatterers using high resolution optical images, aerial photographs and fusing with high accuracy Digital Surface Models (DSM). In addition, the validation of the results is taking place through in-situ measurements (geological, geothechnical e.t.c) and data for the cultural heritage sites conditions.
SCIENCE project’s final goal is the risk assessment analysis of the cultural heritage monuments and their surrounding areas aiming to benefit institutions, organizations, stakeholders and private agencies in the cultural heritage domain through the creation of a validated pre-operation non-invasive system and service based on earth observation data supporting end-user needs by the provision knowledge about cultural heritage protection. In conclusion, SCIENCE project is composed by a bilateral consortium of the Greek delegation of Harokopio University of Athens, National Technical University of Athens, Terra Spatium S.A, Ephorate of Antiquities of Heraklion (Crete), Acropolis Restoration Service (Athens) of Ministry of Culture and Sports and by the Chinese delegation of Science Academy of China (Institute of Remote Sensing and Digital Earth) and International Centre on Space Technologies for Natural and Cultural Heritage (HIST) under the auspices of UNESCO (HIST-UNESCO).
How to cite: Tompolidi, A.-M., Parcharidis, I., Loupasakis, C., Fragkiadakis, M., Soupios, P., Grigorakou, E., Achmet, Z., Kalousi, G., Eleutheriou, V., Michalopoulou, D., Christodoulopoulou, R., Kanaki, E., Mavromati, D., Sythiakaki, V., Elias, P., and Gatsios, T.: SpaCeborne SAR Interferometry as a Noninvasive tool to assess the vulnerability over Cultural hEritage sites (SCIENCE), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13397, https://doi.org/10.5194/egusphere-egu21-13397, 2021.
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Cultural heritage is a key element of history as the ancient monuments and archaeological sites enrich today’s societies and help connect us to our cultural origins. The project entitled ''SpaCeborne SAR Interferometry as a Nonivasive tool to assess the vulnerability over Cultural hEritage sites (SCIENCE)'' has as ultimate objective to predict the vulnerability of the archaeological sites to ground deformation in time and space and protect them against natural/man-made damage. The SCIENCE project aims to develop, demonstrate, and validate, in terms of geotechnical local conditions and monuments’ structural health, SAR interferometric techniques to monitor potential ground deformation affecting the archaeological sites and monuments of great importance.
During the last few years, spaceborne Synthetic Aperture Radar (SAR) interferometry has proven to be a powerful remote sensing tool for detecting and measuring ground deformation and studying the deformation’s impact on man-made structures. It provides centimeter to millimeter resolution and even single buildings/monuments can be mapped from space. Considering the limitations of conventional MT-InSAR techniques, such as Persistent Scatterers Interferometry (PSI), in this project a two-step Tomography-based Persistent Scatterers (PS) Interferometry (Tomo-PSInSAR) approach is proposed for monitoring ground deformation and structural instabilities over the Ancient City Walls (Ming Dynasty) in Nanjing city, China and in the Great Wall in Zhangjiakou, China. The Tomo-PSInSAR is capable of separating overlaid PS in the same location, minimizing the unfavorable layover effects of slant-range imaging in SAR data. Moreover, the demonstrations are performed on well-known test sites in China and in Greece, such as: a) Ming Dynasty City Walls in Nanjing, b) Great Wall in Zhangjiakou, c) Acropolis complex of Athens and d) Heraklion walls (Crete Island), respectively.
In particular, in the framework of SCIENCE project are processed several radar datasets such as Sentinel 1 A & B data of Copernicus program and the high resolution TerraSAR-X data. The products of Persistent Scatterers Interferometry (PSI) are exported in various formats for the identification of the persistent scatterers using high resolution optical images, aerial photographs and fusing with high accuracy Digital Surface Models (DSM). In addition, the validation of the results is taking place through in-situ measurements (geological, geothechnical e.t.c) and data for the cultural heritage sites conditions.
SCIENCE project’s final goal is the risk assessment analysis of the cultural heritage monuments and their surrounding areas aiming to benefit institutions, organizations, stakeholders and private agencies in the cultural heritage domain through the creation of a validated pre-operation non-invasive system and service based on earth observation data supporting end-user needs by the provision knowledge about cultural heritage protection. In conclusion, SCIENCE project is composed by a bilateral consortium of the Greek delegation of Harokopio University of Athens, National Technical University of Athens, Terra Spatium S.A, Ephorate of Antiquities of Heraklion (Crete), Acropolis Restoration Service (Athens) of Ministry of Culture and Sports and by the Chinese delegation of Science Academy of China (Institute of Remote Sensing and Digital Earth) and International Centre on Space Technologies for Natural and Cultural Heritage (HIST) under the auspices of UNESCO (HIST-UNESCO).
How to cite: Tompolidi, A.-M., Parcharidis, I., Loupasakis, C., Fragkiadakis, M., Soupios, P., Grigorakou, E., Achmet, Z., Kalousi, G., Eleutheriou, V., Michalopoulou, D., Christodoulopoulou, R., Kanaki, E., Mavromati, D., Sythiakaki, V., Elias, P., and Gatsios, T.: SpaCeborne SAR Interferometry as a Noninvasive tool to assess the vulnerability over Cultural hEritage sites (SCIENCE), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13397, https://doi.org/10.5194/egusphere-egu21-13397, 2021.
EGU21-13978 | vPICO presentations | NH6.8 | Highlight
Mapping of Flooded Heritage Structures Using SAR Polarimetry and Google Earth EngineRuma Adhikari
The growing flood events and the associated risk in heritage structures are an increasingly crucial issue for India, which possesses heritage richness. However, it is more critical for developing countries where often the case is poorly understudied. Hampi, also referred to as the Group of Monuments, is a UNESCO World Heritage Site located in east-central Karnataka, India. Several monuments at the heritage site of Hampi along the Tungabhadra river are inundated several times within a year. After every flood, the river changes its course, inundating areas that were supposed to be safe from floods. The post-flood silt deposition over structures makes them more vulnerable to erosion and distortion. So, to restore, mapping of flooded structures is crucial. The changes in the cultural landscape should be monitored on a spatial and temporal basis. Rapid and precise extraction of the flooded areas is key to supporting emergency-response planning and providing damage assessment in spatial and temporal measurements to monuments.
The European Space Agency's (ESA) Copernicus is one of the most ambitious Earth Observation (EO) programs having operational satellite constellations providing continuous, accurate, and easily accessible satellite data for the entire globe. This study demonstrates the use of Google Earth Engine (GEE) and Dual polarized (VV and VH) Sentinel-1 Synthetic Aperture Radar (SAR) data for mapping flooded areas. Change detection and thresholding methodology have been adopted in Google Earth Engine (Python-based) Platform to determine the extent of flooding using multiple Sentinel‐1 SAR images captured before and after the floods of August 2019 in Hampi. Thresholding is one of the most commonly adopted SAR imagery methods to discriminate between water and non-water surface. An automatic thresholding approach using the Otsu algorithm is optimal for large thresholding objects from the background, which means that it is strongly dependent on the histogram's bimodality. SAR Polarimetry backscatter properties being used effectively for stone structure extraction. The Wishart distance classification method has been used in PolsarPro software, which fits for the homogenous area. GEE can be effectively used for planning disaster risk reduction, damage assessment, affected areas, and can be used well along with cultural landscape information.
How to cite: Adhikari, R.: Mapping of Flooded Heritage Structures Using SAR Polarimetry and Google Earth Engine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13978, https://doi.org/10.5194/egusphere-egu21-13978, 2021.
The growing flood events and the associated risk in heritage structures are an increasingly crucial issue for India, which possesses heritage richness. However, it is more critical for developing countries where often the case is poorly understudied. Hampi, also referred to as the Group of Monuments, is a UNESCO World Heritage Site located in east-central Karnataka, India. Several monuments at the heritage site of Hampi along the Tungabhadra river are inundated several times within a year. After every flood, the river changes its course, inundating areas that were supposed to be safe from floods. The post-flood silt deposition over structures makes them more vulnerable to erosion and distortion. So, to restore, mapping of flooded structures is crucial. The changes in the cultural landscape should be monitored on a spatial and temporal basis. Rapid and precise extraction of the flooded areas is key to supporting emergency-response planning and providing damage assessment in spatial and temporal measurements to monuments.
The European Space Agency's (ESA) Copernicus is one of the most ambitious Earth Observation (EO) programs having operational satellite constellations providing continuous, accurate, and easily accessible satellite data for the entire globe. This study demonstrates the use of Google Earth Engine (GEE) and Dual polarized (VV and VH) Sentinel-1 Synthetic Aperture Radar (SAR) data for mapping flooded areas. Change detection and thresholding methodology have been adopted in Google Earth Engine (Python-based) Platform to determine the extent of flooding using multiple Sentinel‐1 SAR images captured before and after the floods of August 2019 in Hampi. Thresholding is one of the most commonly adopted SAR imagery methods to discriminate between water and non-water surface. An automatic thresholding approach using the Otsu algorithm is optimal for large thresholding objects from the background, which means that it is strongly dependent on the histogram's bimodality. SAR Polarimetry backscatter properties being used effectively for stone structure extraction. The Wishart distance classification method has been used in PolsarPro software, which fits for the homogenous area. GEE can be effectively used for planning disaster risk reduction, damage assessment, affected areas, and can be used well along with cultural landscape information.
How to cite: Adhikari, R.: Mapping of Flooded Heritage Structures Using SAR Polarimetry and Google Earth Engine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13978, https://doi.org/10.5194/egusphere-egu21-13978, 2021.
EGU21-15942 | vPICO presentations | NH6.8
Application of close-range remote sensing techniques for assessing landslide hazard in rock-carved cultural heritage sitesWilliam Frodella, Mikheil Elashvili, Daniele Spizzichino, Giovanni Gigli, Akaki Nadaraia, Giorgi Giorgi Kirkitadze, Luka Adikashvili, Claudio Margottini, Nikoloz Antidze, and Nicola Casagli
Rock-carved cultural heritage sites are often carved in slopes formed by weak rocks, which due to their peculiar lithological, geotechnical and morpho-structural features are often prone to weathering, deterioration and slope instability issues. In this context the use of advanced close-range remote sensing (RS) techniques, such as Infrared Thermography (IRT) and Unmanned Aerial vehicle-based Digital Photogrammetry (UAV-DP) can be profitably used for the rapid detection of conservation issues (e.g. open fractures, unstable ledges-niches, water seepage and moisture) that can lead to slope instability phenomena. These techniques when combined with traditional methods (e.g. field surveys, laboratory analysis), can provide fundamental data to implement a specific site-specific and inter-disciplinary approach for the sustainable protection and conservation strategies of Rock-carved cultural heritage sites. In this paper some examples of conservation problems in several rupestrian sites characterized by different geological contexts, from the mountainous regions of Georgia to the ancient city of Petra in Jordan, are presented, with the aim of evaluating the potential of the proposed approach integrated approach. The final aim is to provide conservators, practitioners and local authorities with a useful versatile and low-cost methodology, to be profitably used in management plans of rock carved sites.
How to cite: Frodella, W., Elashvili, M., Spizzichino, D., Gigli, G., Nadaraia, A., Giorgi Kirkitadze, G., Adikashvili, L., Margottini, C., Antidze, N., and Casagli, N.: Application of close-range remote sensing techniques for assessing landslide hazard in rock-carved cultural heritage sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15942, https://doi.org/10.5194/egusphere-egu21-15942, 2021.
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Rock-carved cultural heritage sites are often carved in slopes formed by weak rocks, which due to their peculiar lithological, geotechnical and morpho-structural features are often prone to weathering, deterioration and slope instability issues. In this context the use of advanced close-range remote sensing (RS) techniques, such as Infrared Thermography (IRT) and Unmanned Aerial vehicle-based Digital Photogrammetry (UAV-DP) can be profitably used for the rapid detection of conservation issues (e.g. open fractures, unstable ledges-niches, water seepage and moisture) that can lead to slope instability phenomena. These techniques when combined with traditional methods (e.g. field surveys, laboratory analysis), can provide fundamental data to implement a specific site-specific and inter-disciplinary approach for the sustainable protection and conservation strategies of Rock-carved cultural heritage sites. In this paper some examples of conservation problems in several rupestrian sites characterized by different geological contexts, from the mountainous regions of Georgia to the ancient city of Petra in Jordan, are presented, with the aim of evaluating the potential of the proposed approach integrated approach. The final aim is to provide conservators, practitioners and local authorities with a useful versatile and low-cost methodology, to be profitably used in management plans of rock carved sites.
How to cite: Frodella, W., Elashvili, M., Spizzichino, D., Gigli, G., Nadaraia, A., Giorgi Kirkitadze, G., Adikashvili, L., Margottini, C., Antidze, N., and Casagli, N.: Application of close-range remote sensing techniques for assessing landslide hazard in rock-carved cultural heritage sites, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15942, https://doi.org/10.5194/egusphere-egu21-15942, 2021.
EGU21-16121 | vPICO presentations | NH6.8 | Highlight
Geometric Evaluation of Hagia SophiaGulen Uncu and Eser Çaktı
Hagia Sophia is one of the most prominent architectural and structural creations in the history of mankind. Since it has been standing for the last 15 centuries, it is noteworthy to be worked on. Hagia Sophia is known to be located on eartquake zone and has high level of deformation since it has been constucted. Therefore, learning its mystery requires a great variety of analysis. Besides, instead of studying on the ideal geometry of the structure, it would be more enlightening to reveal the real deformed shape of it. An important point to be considered is using non-destructive techniques. Hence, 3D laser scanning is an effective method for this purpose. This study aimed to observe the designed and the deformed geometry of Hagia Sophia. First the structure is scanned by 3D laser scanner from both inside and outside. The point clouds obtained by each scan are combined by Cyclone software. This part of the study covers the process after the combined point cloud is meshed on 3D Reshaper software. The software allows the user to measure every detail, moreover creating ideal geometric shapes for each element is possible. In this study, the structure is first observed in detail of each structural element, then as a whole. It is seperated as primary and secondary system. In the title of primary system, first the main piers are examined, then the main arches, the main dome and dome base, tympana and the pendentives. The secondary system covered the secondary piers, secondary domes, exadrae domes, barrel vaults and the buttress piers. According to the element, the ideal geometric shapes are created like ideal vertical planes for the piers, ideal cylinders for the arches, ideal sphere for the dome etc… The comparison of the ideal geometry and the real one points the deformation. Hence, the study reveals the deformation that Hagia Sophia has undergone during the centuries. Besides, when the ideal geometric shapes are considered as a whole, they form a consistent design. Once the shapes created seperately joined together, they agree in the center of the structure, which supplies a satisfying verification about the study. Therefore it might give a clue about the designed geometry of Hagia Sophia. Consequently, this study will improve the structural analysis of Hagia Sophia based on more realistic data in terms of geometry.
How to cite: Uncu, G. and Çaktı, E.: Geometric Evaluation of Hagia Sophia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16121, https://doi.org/10.5194/egusphere-egu21-16121, 2021.
Hagia Sophia is one of the most prominent architectural and structural creations in the history of mankind. Since it has been standing for the last 15 centuries, it is noteworthy to be worked on. Hagia Sophia is known to be located on eartquake zone and has high level of deformation since it has been constucted. Therefore, learning its mystery requires a great variety of analysis. Besides, instead of studying on the ideal geometry of the structure, it would be more enlightening to reveal the real deformed shape of it. An important point to be considered is using non-destructive techniques. Hence, 3D laser scanning is an effective method for this purpose. This study aimed to observe the designed and the deformed geometry of Hagia Sophia. First the structure is scanned by 3D laser scanner from both inside and outside. The point clouds obtained by each scan are combined by Cyclone software. This part of the study covers the process after the combined point cloud is meshed on 3D Reshaper software. The software allows the user to measure every detail, moreover creating ideal geometric shapes for each element is possible. In this study, the structure is first observed in detail of each structural element, then as a whole. It is seperated as primary and secondary system. In the title of primary system, first the main piers are examined, then the main arches, the main dome and dome base, tympana and the pendentives. The secondary system covered the secondary piers, secondary domes, exadrae domes, barrel vaults and the buttress piers. According to the element, the ideal geometric shapes are created like ideal vertical planes for the piers, ideal cylinders for the arches, ideal sphere for the dome etc… The comparison of the ideal geometry and the real one points the deformation. Hence, the study reveals the deformation that Hagia Sophia has undergone during the centuries. Besides, when the ideal geometric shapes are considered as a whole, they form a consistent design. Once the shapes created seperately joined together, they agree in the center of the structure, which supplies a satisfying verification about the study. Therefore it might give a clue about the designed geometry of Hagia Sophia. Consequently, this study will improve the structural analysis of Hagia Sophia based on more realistic data in terms of geometry.
How to cite: Uncu, G. and Çaktı, E.: Geometric Evaluation of Hagia Sophia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16121, https://doi.org/10.5194/egusphere-egu21-16121, 2021.
NH6.9 – Towards Exascale Supercomputing in Solid Earth Geoscience and Geohazards
EGU21-6774 | vPICO presentations | NH6.9
Ensemble-based data assimilation of volcanic aerosols using FALL3D+PDAFLeonardo Mingari, Andrew Prata, and Federica Pardini
Modelling atmospheric dispersion and deposition of volcanic ash is becoming increasingly valuable for understanding the potential impacts of explosive volcanic eruptions on infrastructures, air quality and aviation. The generation of high-resolution forecasts depends on the accuracy and reliability of the input data for models. Uncertainties in key parameters such as eruption column height injection, physical properties of particles or meteorological fields, represent a major source of error in forecasting airborne volcanic ash. The availability of nearly real time geostationary satellite observations with high spatial and temporal resolutions provides the opportunity to improve forecasts in an operational context. Data assimilation (DA) is one of the most effective ways to reduce the error associated with the forecasts through the incorporation of available observations into numerical models. Here we present a new implementation of an ensemble-based data assimilation system based on the coupling between the FALL3D dispersal model and the Parallel Data Assimilation Framework (PDAF). The implementation is based on the last version release of FALL3D (versions 8.x) tailored to the extreme-scale computing requirements, which has been redesigned and rewritten from scratch in the framework of the EU Center of Excellence for Exascale in Solid Earth (ChEESE). The proposed methodology can be efficiently implemented in an operational environment by exploiting high-performance computing (HPC) resources. The FALL3D+PDAF system can be run in parallel and supports online-coupled DA, which allows an efficient information transfer through parallel communication. Satellite-retrieved data from recent volcanic eruptions were considered as input observations for the assimilation system.
How to cite: Mingari, L., Prata, A., and Pardini, F.: Ensemble-based data assimilation of volcanic aerosols using FALL3D+PDAF, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6774, https://doi.org/10.5194/egusphere-egu21-6774, 2021.
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Modelling atmospheric dispersion and deposition of volcanic ash is becoming increasingly valuable for understanding the potential impacts of explosive volcanic eruptions on infrastructures, air quality and aviation. The generation of high-resolution forecasts depends on the accuracy and reliability of the input data for models. Uncertainties in key parameters such as eruption column height injection, physical properties of particles or meteorological fields, represent a major source of error in forecasting airborne volcanic ash. The availability of nearly real time geostationary satellite observations with high spatial and temporal resolutions provides the opportunity to improve forecasts in an operational context. Data assimilation (DA) is one of the most effective ways to reduce the error associated with the forecasts through the incorporation of available observations into numerical models. Here we present a new implementation of an ensemble-based data assimilation system based on the coupling between the FALL3D dispersal model and the Parallel Data Assimilation Framework (PDAF). The implementation is based on the last version release of FALL3D (versions 8.x) tailored to the extreme-scale computing requirements, which has been redesigned and rewritten from scratch in the framework of the EU Center of Excellence for Exascale in Solid Earth (ChEESE). The proposed methodology can be efficiently implemented in an operational environment by exploiting high-performance computing (HPC) resources. The FALL3D+PDAF system can be run in parallel and supports online-coupled DA, which allows an efficient information transfer through parallel communication. Satellite-retrieved data from recent volcanic eruptions were considered as input observations for the assimilation system.
How to cite: Mingari, L., Prata, A., and Pardini, F.: Ensemble-based data assimilation of volcanic aerosols using FALL3D+PDAF, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6774, https://doi.org/10.5194/egusphere-egu21-6774, 2021.
EGU21-7595 | vPICO presentations | NH6.9 | Highlight
Probabilistic Tephra Hazard Assessment of Campi Flegrei, ItalyBeatriz Martínez Montesinos, Manuel Titos, Laura Sandri, Sara Barsotti, Giovanni Macedonio, and Antonio Costa
Campi Flegrei is an active volcano located in one of the most densely inhabited areas in Europe and under high-traffic air routes. There, the Vesuvius Observatory’s surveillance system, which continuously monitors volcanic seismicity, soil deformations and gas emissions, highlights some variations in the state of the volcanic activity. It is well known that fragmented magma injected into the atmosphere during an explosive volcanic eruption poses a threat to human lives and air-traffic. For this reason, powerful tools and computational resources to generate extensive and high-resolution hazard maps taking into account a wide spectrum of events, including those of low probability but high impact, are important to provide decision makers with quality information to develop short- and long- term emergency plans. To this end, in the framework of the Center of Excellence for Exascale in Solid Earth (ChEESE), we show the potential of HPC in Probabilistic Volcanic Hazard Assessment. On the one hand, using the ChEESE's flagship Fall3D numerical code and taking advance of the PRACE-awarded resources at CEA/TGCC-HPC facility in France, we perform thousands of simulations of tephra deposition and airborne ash concentration at different flight levels exploring the natural variability and uncertainty on the eruptive conditions on a 3D-grid covering a 2 km-resolution 2000 km x 2000 km computational domain. On the other hand, we create short- and long-term workflows, by updating current Bayesian-Event-Tree-Analysis-based prototype tools, to make them capable of analyze the large amount of information generated by the Fall3D simulations that finally gives rise to the hazard maps for Campi Flegrei.
How to cite: Martínez Montesinos, B., Titos, M., Sandri, L., Barsotti, S., Macedonio, G., and Costa, A.: Probabilistic Tephra Hazard Assessment of Campi Flegrei, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7595, https://doi.org/10.5194/egusphere-egu21-7595, 2021.
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Campi Flegrei is an active volcano located in one of the most densely inhabited areas in Europe and under high-traffic air routes. There, the Vesuvius Observatory’s surveillance system, which continuously monitors volcanic seismicity, soil deformations and gas emissions, highlights some variations in the state of the volcanic activity. It is well known that fragmented magma injected into the atmosphere during an explosive volcanic eruption poses a threat to human lives and air-traffic. For this reason, powerful tools and computational resources to generate extensive and high-resolution hazard maps taking into account a wide spectrum of events, including those of low probability but high impact, are important to provide decision makers with quality information to develop short- and long- term emergency plans. To this end, in the framework of the Center of Excellence for Exascale in Solid Earth (ChEESE), we show the potential of HPC in Probabilistic Volcanic Hazard Assessment. On the one hand, using the ChEESE's flagship Fall3D numerical code and taking advance of the PRACE-awarded resources at CEA/TGCC-HPC facility in France, we perform thousands of simulations of tephra deposition and airborne ash concentration at different flight levels exploring the natural variability and uncertainty on the eruptive conditions on a 3D-grid covering a 2 km-resolution 2000 km x 2000 km computational domain. On the other hand, we create short- and long-term workflows, by updating current Bayesian-Event-Tree-Analysis-based prototype tools, to make them capable of analyze the large amount of information generated by the Fall3D simulations that finally gives rise to the hazard maps for Campi Flegrei.
How to cite: Martínez Montesinos, B., Titos, M., Sandri, L., Barsotti, S., Macedonio, G., and Costa, A.: Probabilistic Tephra Hazard Assessment of Campi Flegrei, Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7595, https://doi.org/10.5194/egusphere-egu21-7595, 2021.
EGU21-7880 | vPICO presentations | NH6.9
Towards physics-based PSHA using CyberShake in the South Iceland Seismic ZoneOtilio Rojas, Juan Esteban Rodriguez, Josep de la Puente, Scott Callaghan, Claudia Abril, Benedikt Halldorsson, Bo Li, Alice Agnes Gabriel, and Kim Olsen
Traditional Probabilistic Seismic Hazard Analysis (PSHA) estimates the level of earthquake ground shaking that is expected to be exceeded with a given recurrence time on the basis of historical earthquake catalogues and empirical and time-independent Ground Motion Prediction Equations (GMPEs). The smooth nature of GMPEs usually disregards some well known drivers of ground motion characteristics associated with fault rupture processes, in particular in the near-fault region, complex source-site propagation of seismic waves, and sedimentary basin response. Modern physics-based earthquake simulations can consider all these effects, but require a large set of input parameters for which constraints may often be scarce. However, with the aid of high-performance computing (HPC) infrastructures the parameter space may be sampled in an efficient and scalable manner allowing for a large suite of site-specific ground motion simulations that approach the center, body and range of expected ground motions.
CyberShake is a HPC platform designed to undertake physics-based PSHA from a large suite of earthquake simulations. These simulations are based on seismic reciprocity, rendering PSHA computationally tractable for hundreds of thousands potential earthquakes. For each site of interest, multiple kinematic rupture scenarios, derived by varying slip distributions and hypocenter location across the pre-defined fault system, are generated from an input Earthquake Forecast Model (EFM). Each event is simulated to determine ground motion intensities, which are synthesized into hazard results. CyberShake has been developed by the Southern California Earthquake Center, and used so far to assess seismic hazard in California. This work focuses on the CyberShake migration to the seismic region of South Iceland (63.5°- 64.5°N, 20°-22°W) where the largely sinistral East-West transform motion across the tectonic margin is taken up by a complex array of near-vertical and parallel North-South oriented dextral transform faults in the South Iceland Seismic Zone (SISZ) and the Reykjanes Peninsula Oblique Rift (RPOR). Here, we describe the main steps of migrating CyberShake to the SISZ and RPOR, starting by setting up a relational input database describing potential causative faults and rupture characteristics, and key sites of interest. To simulate our EFM, we use the open source code SHERIFS, a logic-tree method that converts the slip rates of complex fault systems to the corresponding annual seismicity rate. The fault slip rates are taken from a new 3D physics-based fault model for the SISZ-RPOR transform fault system. To validate model and simulation parameters, two validation steps using key CyberShake modeling tools have been carried out. First, we perform simulations of historical earthquakes and compare the synthetics with recorded ground motions and results from other forward simulations. Second, we adjust the rupture kinematics to make slip distributions more representative of SISZ-type earthquakes by comparing with static slip distributions of past significant earthquakes. Finally, we run CyberShake and compare key parameters of the synthetic ground motions with new GMPEs available for the study region. The successful migration and use of CyberShake in South Iceland is the first step of a full-scale physics-based PSHA in the region, and showcases the implementation of CyberShake in new regions.
How to cite: Rojas, O., Rodriguez, J. E., de la Puente, J., Callaghan, S., Abril, C., Halldorsson, B., Li, B., Gabriel, A. A., and Olsen, K.: Towards physics-based PSHA using CyberShake in the South Iceland Seismic Zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7880, https://doi.org/10.5194/egusphere-egu21-7880, 2021.
Traditional Probabilistic Seismic Hazard Analysis (PSHA) estimates the level of earthquake ground shaking that is expected to be exceeded with a given recurrence time on the basis of historical earthquake catalogues and empirical and time-independent Ground Motion Prediction Equations (GMPEs). The smooth nature of GMPEs usually disregards some well known drivers of ground motion characteristics associated with fault rupture processes, in particular in the near-fault region, complex source-site propagation of seismic waves, and sedimentary basin response. Modern physics-based earthquake simulations can consider all these effects, but require a large set of input parameters for which constraints may often be scarce. However, with the aid of high-performance computing (HPC) infrastructures the parameter space may be sampled in an efficient and scalable manner allowing for a large suite of site-specific ground motion simulations that approach the center, body and range of expected ground motions.
CyberShake is a HPC platform designed to undertake physics-based PSHA from a large suite of earthquake simulations. These simulations are based on seismic reciprocity, rendering PSHA computationally tractable for hundreds of thousands potential earthquakes. For each site of interest, multiple kinematic rupture scenarios, derived by varying slip distributions and hypocenter location across the pre-defined fault system, are generated from an input Earthquake Forecast Model (EFM). Each event is simulated to determine ground motion intensities, which are synthesized into hazard results. CyberShake has been developed by the Southern California Earthquake Center, and used so far to assess seismic hazard in California. This work focuses on the CyberShake migration to the seismic region of South Iceland (63.5°- 64.5°N, 20°-22°W) where the largely sinistral East-West transform motion across the tectonic margin is taken up by a complex array of near-vertical and parallel North-South oriented dextral transform faults in the South Iceland Seismic Zone (SISZ) and the Reykjanes Peninsula Oblique Rift (RPOR). Here, we describe the main steps of migrating CyberShake to the SISZ and RPOR, starting by setting up a relational input database describing potential causative faults and rupture characteristics, and key sites of interest. To simulate our EFM, we use the open source code SHERIFS, a logic-tree method that converts the slip rates of complex fault systems to the corresponding annual seismicity rate. The fault slip rates are taken from a new 3D physics-based fault model for the SISZ-RPOR transform fault system. To validate model and simulation parameters, two validation steps using key CyberShake modeling tools have been carried out. First, we perform simulations of historical earthquakes and compare the synthetics with recorded ground motions and results from other forward simulations. Second, we adjust the rupture kinematics to make slip distributions more representative of SISZ-type earthquakes by comparing with static slip distributions of past significant earthquakes. Finally, we run CyberShake and compare key parameters of the synthetic ground motions with new GMPEs available for the study region. The successful migration and use of CyberShake in South Iceland is the first step of a full-scale physics-based PSHA in the region, and showcases the implementation of CyberShake in new regions.
How to cite: Rojas, O., Rodriguez, J. E., de la Puente, J., Callaghan, S., Abril, C., Halldorsson, B., Li, B., Gabriel, A. A., and Olsen, K.: Towards physics-based PSHA using CyberShake in the South Iceland Seismic Zone, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7880, https://doi.org/10.5194/egusphere-egu21-7880, 2021.
EGU21-13680 | vPICO presentations | NH6.9
Efficient spherical harmonic transforms on GPU and its use in planetary core dynamics simulationsNathanael Schaeffer
Most of the new supercomputers now use acceleration technology such as GPUs. They promise much higher performance than traditional CPU-only servers, both in terms of floating point operation throughput and memory bandwidth. Furthermore, the electric consumption is significantly reduced, resulting in lower carbon emissions.
However, such high computation speeds can only be achieved if a set of more or less stringent rules are followed with respect to memory access and program flow. As a consequence some algorithms more easily approach peak performance.
Here, we present the results of an effort to achieve high performance on recent nvidia GPU accelerators for the spherical harmonic transform. The spherical harmonic transform can be split into a Legendre transform (which is compute bound) and a Fourier transform (which is memory bound).
By taking advantage of recent algorithmic improvements as well as by tuning the Fourier transform, the can now compute a full forward or backward spherical harmonic transform up to degree 8191 on a single 16GB Volta GPU in less than 0.35 seconds.
For lower resolution (up to degree 1023), a single Volta GPU performs a full transform more than 3 times faster than a 48-cores dual socket Skylake Xeon Platinum server.
We also present results of an ongoing effort to port the (simulation of planetary core fluid and magnetic field dynamics) to GPU-accelerated computers.
How to cite: Schaeffer, N.: Efficient spherical harmonic transforms on GPU and its use in planetary core dynamics simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13680, https://doi.org/10.5194/egusphere-egu21-13680, 2021.
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Most of the new supercomputers now use acceleration technology such as GPUs. They promise much higher performance than traditional CPU-only servers, both in terms of floating point operation throughput and memory bandwidth. Furthermore, the electric consumption is significantly reduced, resulting in lower carbon emissions.
However, such high computation speeds can only be achieved if a set of more or less stringent rules are followed with respect to memory access and program flow. As a consequence some algorithms more easily approach peak performance.
Here, we present the results of an effort to achieve high performance on recent nvidia GPU accelerators for the spherical harmonic transform. The spherical harmonic transform can be split into a Legendre transform (which is compute bound) and a Fourier transform (which is memory bound).
By taking advantage of recent algorithmic improvements as well as by tuning the Fourier transform, the can now compute a full forward or backward spherical harmonic transform up to degree 8191 on a single 16GB Volta GPU in less than 0.35 seconds.
For lower resolution (up to degree 1023), a single Volta GPU performs a full transform more than 3 times faster than a 48-cores dual socket Skylake Xeon Platinum server.
We also present results of an ongoing effort to port the (simulation of planetary core fluid and magnetic field dynamics) to GPU-accelerated computers.
How to cite: Schaeffer, N.: Efficient spherical harmonic transforms on GPU and its use in planetary core dynamics simulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13680, https://doi.org/10.5194/egusphere-egu21-13680, 2021.
EGU21-15141 | vPICO presentations | NH6.9
Data-streaming workflow for seismic source location with PyCOMPSs parallel computational frameworkNatalia Poiata, Javier Conejero, Rosa M. Badia, and Jean-Pierre Vilotte
Modern digital seismic networks record a wealth of high-quality continuous waveforms that contain a variety of signals associated to a wide range of seismic sources (e.g., earthquakes, volcanic, tectonic tremors, environmental sources) that probe transient energy release processes. Efficient and automatic detection, location and characterization of these different seismic sources is critical to understand slowly-driven evolution of active tectonic and volcanic systems toward catastrophic events. Developing a common analysis framework for systematic exploration of the increasing wealth of seismic observation streams is important for improving seismic monitoring systems and extracting large and accurately resolved seismic source catalogues.
To this end, we present a scalable parallelization with PyCOMPSs (Tejedor et al., 2017) of the python-based BackTrackBB data-streaming workflow (Poiata et al., 2016; 2018) for automatic detection and location of seismic sources from continuous waveform streams recorded by large seismic networks. This allows achieving an efficient distribution and orchestration of BackTrackBB code on different architectures. PyCOMPSs is a task-based programming model for python applications that relies in a powerful runtime able to extract dynamically the parallelism among tasks and executing them in distributed environments (e.g. HPC Clusters, Cloud infrastructures, etc.) transparently to the users.
We will provide details of the PyCOMPSs-based BackTrackBB workflow implementation. Results of scalability tests and memory usage analysis will be also discussed. Tests have been performed, in the context of the European Centre Of Excellence (CoE) ChEESE for Exascale computing in solid earth sciences, on the MareNostrum4 High-Performance computer of the Barcelona Supercomputing Centre, using large-scale datasets of synthetic and real-case seismological continuous waveform data sets.
How to cite: Poiata, N., Conejero, J., Badia, R. M., and Vilotte, J.-P.: Data-streaming workflow for seismic source location with PyCOMPSs parallel computational framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15141, https://doi.org/10.5194/egusphere-egu21-15141, 2021.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Modern digital seismic networks record a wealth of high-quality continuous waveforms that contain a variety of signals associated to a wide range of seismic sources (e.g., earthquakes, volcanic, tectonic tremors, environmental sources) that probe transient energy release processes. Efficient and automatic detection, location and characterization of these different seismic sources is critical to understand slowly-driven evolution of active tectonic and volcanic systems toward catastrophic events. Developing a common analysis framework for systematic exploration of the increasing wealth of seismic observation streams is important for improving seismic monitoring systems and extracting large and accurately resolved seismic source catalogues.
To this end, we present a scalable parallelization with PyCOMPSs (Tejedor et al., 2017) of the python-based BackTrackBB data-streaming workflow (Poiata et al., 2016; 2018) for automatic detection and location of seismic sources from continuous waveform streams recorded by large seismic networks. This allows achieving an efficient distribution and orchestration of BackTrackBB code on different architectures. PyCOMPSs is a task-based programming model for python applications that relies in a powerful runtime able to extract dynamically the parallelism among tasks and executing them in distributed environments (e.g. HPC Clusters, Cloud infrastructures, etc.) transparently to the users.
We will provide details of the PyCOMPSs-based BackTrackBB workflow implementation. Results of scalability tests and memory usage analysis will be also discussed. Tests have been performed, in the context of the European Centre Of Excellence (CoE) ChEESE for Exascale computing in solid earth sciences, on the MareNostrum4 High-Performance computer of the Barcelona Supercomputing Centre, using large-scale datasets of synthetic and real-case seismological continuous waveform data sets.
How to cite: Poiata, N., Conejero, J., Badia, R. M., and Vilotte, J.-P.: Data-streaming workflow for seismic source location with PyCOMPSs parallel computational framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15141, https://doi.org/10.5194/egusphere-egu21-15141, 2021.
EGU21-15310 | vPICO presentations | NH6.9 | Highlight
Optimization strategies for efficient high-resolution volcanic plume simulations with OpenFOAMFederico Brogi, Giorgio Amati, Gabriele Boga, Miguel Castellano, Jose Gracia, Tomaso Esposti Ongaro, and Matteo Cerminara
In the last years, the interest in three-dimensional physico-mathematical models for volcanic plumes has grown, motivated by the need of predicting accurately the dispersal patterns of volcanic ash in the atmosphere (to mitigate the risks for civil aviation and for the nearby inhabited regions) and pushed by improved remote sensing techniques and measurements. However, limitations due to the mesh resolution and numerical accuracy as well as the complexity entailed model formulations, have so far prevented a detailed study of turbulence in volcanic plumes at high resolution. Eruptive columns are indeed multiphase gas-particle turbulent flows, in which the largest (integral) scale is in the order of tens or hundreds of kilometers and the smallest scale is of the order of microns. Performing accurate numerical simulations of such phenomena remains therefore a challenging task.
Modern HPC resources and recent model developments enable the study of multiphase turbulent structures of volcanic plumes with an unprecedented level of detail. However, a number of issues of the present model implementation need to be addressed in order to efficiently use the computational resources of modern supercomputing machines. Here we present an overview of an optimization strategy that allows us to perform large parallel simulations of volcanic plumes using ASHEE, a numerical solver based on OpenFOAM and one of the target flagship codes of the project ChEESE (Centre of Excellence for Exascale in Solid Earth). Such optimizations include: mixed precision floating point operations to increase computational speed and reduce memory usage, optimal domain decomposition for better communication load balancing and asynchronous I/O to hide I/O costs. Scaling analysis and volcanic plume simulations are presented to demonstrate the improvement in both computational performances and computing capability.
How to cite: Brogi, F., Amati, G., Boga, G., Castellano, M., Gracia, J., Esposti Ongaro, T., and Cerminara, M.: Optimization strategies for efficient high-resolution volcanic plume simulations with OpenFOAM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15310, https://doi.org/10.5194/egusphere-egu21-15310, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In the last years, the interest in three-dimensional physico-mathematical models for volcanic plumes has grown, motivated by the need of predicting accurately the dispersal patterns of volcanic ash in the atmosphere (to mitigate the risks for civil aviation and for the nearby inhabited regions) and pushed by improved remote sensing techniques and measurements. However, limitations due to the mesh resolution and numerical accuracy as well as the complexity entailed model formulations, have so far prevented a detailed study of turbulence in volcanic plumes at high resolution. Eruptive columns are indeed multiphase gas-particle turbulent flows, in which the largest (integral) scale is in the order of tens or hundreds of kilometers and the smallest scale is of the order of microns. Performing accurate numerical simulations of such phenomena remains therefore a challenging task.
Modern HPC resources and recent model developments enable the study of multiphase turbulent structures of volcanic plumes with an unprecedented level of detail. However, a number of issues of the present model implementation need to be addressed in order to efficiently use the computational resources of modern supercomputing machines. Here we present an overview of an optimization strategy that allows us to perform large parallel simulations of volcanic plumes using ASHEE, a numerical solver based on OpenFOAM and one of the target flagship codes of the project ChEESE (Centre of Excellence for Exascale in Solid Earth). Such optimizations include: mixed precision floating point operations to increase computational speed and reduce memory usage, optimal domain decomposition for better communication load balancing and asynchronous I/O to hide I/O costs. Scaling analysis and volcanic plume simulations are presented to demonstrate the improvement in both computational performances and computing capability.
How to cite: Brogi, F., Amati, G., Boga, G., Castellano, M., Gracia, J., Esposti Ongaro, T., and Cerminara, M.: Optimization strategies for efficient high-resolution volcanic plume simulations with OpenFOAM, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15310, https://doi.org/10.5194/egusphere-egu21-15310, 2021.
EGU21-15516 | vPICO presentations | NH6.9 | Highlight
Deterministic modelling of seismic waves in the Urgent Computing context: progress towards a short-term assessment of seismic hazardMarta Pienkowska, Juan Esteban Rodríguez, Josep de la Puente, and Andreas Fichtner
Seismic wave propagation is currently computationally prohibitive at high frequencies relevant for earthquake engineering or for civil protection purposes (up to 10 Hz). Developments of computational high-performance computing (HPC) infrastructures, however, will render routine executions of high-frequency simulations possible, enabling new approaches to assess seismic hazard - such as Seismic Urgent Computing (UC) in the immediate aftermath of an earthquake. The high spatial resolution of near-real time synthetic wavefields could complement existing live data records where dense seismic networks are present or provide an alternative to live data in regions with low coverage. However, time to solution for local near-field simulations accounting for frequencies above 1 Hz, as well as availability of substantial computational resources pose significant challenges that are incompatible with the requirements of decision makers. Moreover, the simulations require fine tuning of the parameters, as uncertainties in the underlying velocity model and in earthquake source information translate into uncertainties in final results. Estimating such uncertainties on ground motion proxies is non-trivial from a scientific standpoint, especially for the higher frequencies that remain an uncharted territory. In this talk we wish to address some of these key challenges and present our progress in the design and development of a prototype of a Seismic UC service. In the long run, we hope to demonstrate that deterministic modelling of ground motions can indeed in the future contribute to the short-term assessment of seismic hazard.
How to cite: Pienkowska, M., Rodríguez, J. E., de la Puente, J., and Fichtner, A.: Deterministic modelling of seismic waves in the Urgent Computing context: progress towards a short-term assessment of seismic hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15516, https://doi.org/10.5194/egusphere-egu21-15516, 2021.
Seismic wave propagation is currently computationally prohibitive at high frequencies relevant for earthquake engineering or for civil protection purposes (up to 10 Hz). Developments of computational high-performance computing (HPC) infrastructures, however, will render routine executions of high-frequency simulations possible, enabling new approaches to assess seismic hazard - such as Seismic Urgent Computing (UC) in the immediate aftermath of an earthquake. The high spatial resolution of near-real time synthetic wavefields could complement existing live data records where dense seismic networks are present or provide an alternative to live data in regions with low coverage. However, time to solution for local near-field simulations accounting for frequencies above 1 Hz, as well as availability of substantial computational resources pose significant challenges that are incompatible with the requirements of decision makers. Moreover, the simulations require fine tuning of the parameters, as uncertainties in the underlying velocity model and in earthquake source information translate into uncertainties in final results. Estimating such uncertainties on ground motion proxies is non-trivial from a scientific standpoint, especially for the higher frequencies that remain an uncharted territory. In this talk we wish to address some of these key challenges and present our progress in the design and development of a prototype of a Seismic UC service. In the long run, we hope to demonstrate that deterministic modelling of ground motions can indeed in the future contribute to the short-term assessment of seismic hazard.
How to cite: Pienkowska, M., Rodríguez, J. E., de la Puente, J., and Fichtner, A.: Deterministic modelling of seismic waves in the Urgent Computing context: progress towards a short-term assessment of seismic hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15516, https://doi.org/10.5194/egusphere-egu21-15516, 2021.
EGU21-15557 | vPICO presentations | NH6.9
Ground motion simulations for finite-fault earthquake scenarios on the Húsavík-Flatey Fault, North IcelandClaudia Abril, Martin Mai, Benedikt Halldórsson, Bo Li, Alice Gabriel, and Thomas Ulrich
The Tjörnes Fracture Zone (TFZ) in North Iceland is the largest and most complex zone of transform faulting in Iceland, formed due to a ridge-jump between two spreading centers of the Mid-Atlantic Ridge, the Northern Volcanic Zone and Kolbeinsey Ridge in North Iceland. Strong earthquakes (Ms>6) have repeatedly occurred in the TFZ and affected the North Icelandic population. In particular the large historical earthquakes of 1755 (Ms 7.0) and 1872 (doublet, Ms 6.5), have been associated with the Húsavı́k-Flatey Fault (HFF), which is the largest linear strike-slip transform fault in the TFZ, and in Iceland. We simulate fault rupture on the HFF and the corresponding near-fault ground motion for several potential earthquake scenarios, including scenario events that replicate the large 1755 and 1872 events. Such simulations are relevant for the town of Húsavı́k in particular, as it is located on top of the HFF and is therefore subject to the highest seismic hazard in the country. Due to the mostly offshore location of the HFF, its precise geometry has only recently been studied in more detail. We compile updated seismological and geophysical information in the area, such as a recently derived three-dimensional velocity model for P and S waves. Seismicity relocations using this velocity model, together with bathymetric and geodetic data, provide detailed information to constrain the fault geometry. In addition, we use this 3D velocity model to simulate seismic wave propagation. For this purpose, we generate a variety of kinematic earthquake-rupture scenarios, and apply a 3D finite-difference method (SORD) to propagate the radiated seismic waves through Earth structure. Slip distributions for the different scenarios are computed using a von Karman autocorrelation function whose parameters are calibrated with slip distributions available for a few recent Icelandic earthquakes. Simulated scenarios provide synthetic ground motion and time histories and estimates of peak ground motion parameters (PGA and PGV) at low frequencies (<2 Hz) for Húsavík and other main towns in North Iceland along with maps of ground shaking for the entire region [130 km x 110 km]. Ground motion estimates are compared with those provided by empirical ground motion models calibrated to Icelandic earthquakes and dynamic fault-rupture simulations for the HFF. Directivity effects towards or away from the coastal areas are analyzed to estimate the expected range of shaking. Thick sedimentary deposits (up to ∼4 km thick) located offshore on top of the HFF (reported by seismic, gravity anomaly and tomographic studies) may affect the effective depth of the fault's top boundary and the surface rupture potential. The results of this study showcase the extent of expected ground motions from significant and likely earthquake scenarios on the HFF. Finite fault earthquake simulations complement the currently available information on seismic hazard for North Iceland, and are a first step towards a systematic and large-scale earthquake scenario database on the HFF, and for the entire fault system of the TFZ, that will enable comprehensive and physics-based hazard assessment in the region.
How to cite: Abril, C., Mai, M., Halldórsson, B., Li, B., Gabriel, A., and Ulrich, T.: Ground motion simulations for finite-fault earthquake scenarios on the Húsavík-Flatey Fault, North Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15557, https://doi.org/10.5194/egusphere-egu21-15557, 2021.
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The Tjörnes Fracture Zone (TFZ) in North Iceland is the largest and most complex zone of transform faulting in Iceland, formed due to a ridge-jump between two spreading centers of the Mid-Atlantic Ridge, the Northern Volcanic Zone and Kolbeinsey Ridge in North Iceland. Strong earthquakes (Ms>6) have repeatedly occurred in the TFZ and affected the North Icelandic population. In particular the large historical earthquakes of 1755 (Ms 7.0) and 1872 (doublet, Ms 6.5), have been associated with the Húsavı́k-Flatey Fault (HFF), which is the largest linear strike-slip transform fault in the TFZ, and in Iceland. We simulate fault rupture on the HFF and the corresponding near-fault ground motion for several potential earthquake scenarios, including scenario events that replicate the large 1755 and 1872 events. Such simulations are relevant for the town of Húsavı́k in particular, as it is located on top of the HFF and is therefore subject to the highest seismic hazard in the country. Due to the mostly offshore location of the HFF, its precise geometry has only recently been studied in more detail. We compile updated seismological and geophysical information in the area, such as a recently derived three-dimensional velocity model for P and S waves. Seismicity relocations using this velocity model, together with bathymetric and geodetic data, provide detailed information to constrain the fault geometry. In addition, we use this 3D velocity model to simulate seismic wave propagation. For this purpose, we generate a variety of kinematic earthquake-rupture scenarios, and apply a 3D finite-difference method (SORD) to propagate the radiated seismic waves through Earth structure. Slip distributions for the different scenarios are computed using a von Karman autocorrelation function whose parameters are calibrated with slip distributions available for a few recent Icelandic earthquakes. Simulated scenarios provide synthetic ground motion and time histories and estimates of peak ground motion parameters (PGA and PGV) at low frequencies (<2 Hz) for Húsavík and other main towns in North Iceland along with maps of ground shaking for the entire region [130 km x 110 km]. Ground motion estimates are compared with those provided by empirical ground motion models calibrated to Icelandic earthquakes and dynamic fault-rupture simulations for the HFF. Directivity effects towards or away from the coastal areas are analyzed to estimate the expected range of shaking. Thick sedimentary deposits (up to ∼4 km thick) located offshore on top of the HFF (reported by seismic, gravity anomaly and tomographic studies) may affect the effective depth of the fault's top boundary and the surface rupture potential. The results of this study showcase the extent of expected ground motions from significant and likely earthquake scenarios on the HFF. Finite fault earthquake simulations complement the currently available information on seismic hazard for North Iceland, and are a first step towards a systematic and large-scale earthquake scenario database on the HFF, and for the entire fault system of the TFZ, that will enable comprehensive and physics-based hazard assessment in the region.
How to cite: Abril, C., Mai, M., Halldórsson, B., Li, B., Gabriel, A., and Ulrich, T.: Ground motion simulations for finite-fault earthquake scenarios on the Húsavík-Flatey Fault, North Iceland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15557, https://doi.org/10.5194/egusphere-egu21-15557, 2021.
EGU21-16508 | vPICO presentations | NH6.9
A hybrid system for the near real-time modeling and visualization of extreme magnitude earthquakesEduardo César Cabrera Flores, Mario Chavez, and Alejandro Salazar
Among other natural hazards, the occurrence and impact of extreme magnitude earthquakes are of great interest both from the scientific and societal points of view. The scarcity of observational instrumental data for these type of events, as well as the urgent need to take mitigation measures to minimize their effects on human life and critical infrastructure have required the development of computational codes for the modeling of the propagation of these events.
Examples of the realistic modeling of the propagation of extreme magnitude earthquakes that can be achieved by the use of powerful HPC facilities and 3D finite difference Fortran codes have been presented by Cabrera et al. 2007 and Chavez et al. 2016. These large-scale scientific simulations generate vast amount of data, writing such data out to storage step-by-step is very slow and requires expensive I/O post-processing procedures for their analyses. However, the current and foreseen major advances occurring in Exascale HPC systems offer a transformational approach to the research community, as well as the possibility for the latter of contributing to the solution of urgent and complex problems that society is or will be facing in the years to come.
Taking into account the future exascale developments and in order to speed-up in situ analysis, i.e., analyze data at the same time simulations are running, in this ongoing research we present the main computational characteristics of the hybrid system we are developing for the near real-time simulation and visualization of the propagation of the realistic modeling of the 3D wave propagation of extreme magnitude earthquakes. The system is based on the updated version the staggered finite difference Fortran code 3DWPFD, coupled with an efficient visualization C++ code. The system is being developed in the hybrid HPC Miztli of UNAM, Mexico, made up of CPUs (8344 cores) + GPUs (16 NVIDIA m2090 and 8 V100). We expect to fully adapt the code for emerging hybrid Exascale architectures in the near future. Examples of the results obtained by using the hybrid system for the modeling of the propagation of the extreme magnitude Mw 8.2 earthquake occurred the 7 September 2017 in southern Mexico will be presented.
How to cite: Cabrera Flores, E. C., Chavez, M., and Salazar, A.: A hybrid system for the near real-time modeling and visualization of extreme magnitude earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16508, https://doi.org/10.5194/egusphere-egu21-16508, 2021.
Among other natural hazards, the occurrence and impact of extreme magnitude earthquakes are of great interest both from the scientific and societal points of view. The scarcity of observational instrumental data for these type of events, as well as the urgent need to take mitigation measures to minimize their effects on human life and critical infrastructure have required the development of computational codes for the modeling of the propagation of these events.
Examples of the realistic modeling of the propagation of extreme magnitude earthquakes that can be achieved by the use of powerful HPC facilities and 3D finite difference Fortran codes have been presented by Cabrera et al. 2007 and Chavez et al. 2016. These large-scale scientific simulations generate vast amount of data, writing such data out to storage step-by-step is very slow and requires expensive I/O post-processing procedures for their analyses. However, the current and foreseen major advances occurring in Exascale HPC systems offer a transformational approach to the research community, as well as the possibility for the latter of contributing to the solution of urgent and complex problems that society is or will be facing in the years to come.
Taking into account the future exascale developments and in order to speed-up in situ analysis, i.e., analyze data at the same time simulations are running, in this ongoing research we present the main computational characteristics of the hybrid system we are developing for the near real-time simulation and visualization of the propagation of the realistic modeling of the 3D wave propagation of extreme magnitude earthquakes. The system is based on the updated version the staggered finite difference Fortran code 3DWPFD, coupled with an efficient visualization C++ code. The system is being developed in the hybrid HPC Miztli of UNAM, Mexico, made up of CPUs (8344 cores) + GPUs (16 NVIDIA m2090 and 8 V100). We expect to fully adapt the code for emerging hybrid Exascale architectures in the near future. Examples of the results obtained by using the hybrid system for the modeling of the propagation of the extreme magnitude Mw 8.2 earthquake occurred the 7 September 2017 in southern Mexico will be presented.
How to cite: Cabrera Flores, E. C., Chavez, M., and Salazar, A.: A hybrid system for the near real-time modeling and visualization of extreme magnitude earthquakes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16508, https://doi.org/10.5194/egusphere-egu21-16508, 2021.
NH7.1 – Spatial and temporal patterns of wildfires: models, theory, and reality
EGU21-980 | vPICO presentations | NH7.1 | Highlight
Combining wildfire behaviour simulations and complex network theory to support decision-making: A case-study in a Mediterranean regionBruno A. Aparício, Ana C.L. Sá, Francisco C. Santos, Chiara Bruni, and José M.C. Pereira
Wildfires represent one of the most devastating natural disasters, bearing relevant environmental and socioeconomic impacts. The Mediterranean region is characterized by large and recurring summer wildfires that often jeopardize people’s safety. Currently, wildfire management largely (if not entirely) relies on wildfire suppression, despite growing evidence of its inefficiency to control the larger and more intense wildfires [1]. Moreover, climate change is expected to significantly affect the Mediterranean region and further exacerbate such hazard, even if global warming does not exceed 1.5°C (target of the Paris Agreement) [2]. Hence, fire prevention measures based on landscape fuel reduction strategies are crucial to decrease the magnitude of the impacts of future wildfires.
Here, we used FlamMap, a widely applied fire spread simulation system, to estimate fire spread and behaviour properties in the Monchique region, a highly fire-prone area, located in Southern Portugal. Five weather scenarios were defined based on hierarchical clustering analysis of temperature, relative humidity, wind speed and direction data derived from the spreading days of large wildfires (larger than 100 ha) between 2001 and 2019. Complex networks were generated from fireline intensity and rate of spread estimates (proxies for the difficulty of suppression and safety) with the main goal of decreasing landscape fire hazard. More precisely, we aimed to: i) evaluate how different weather scenarios/conditions affect landscape connectivity; ii) identify the location of fuel treatments; and iii) assess the impact of the proposed fuel breaks on the fire properties. These challenges were addressed under the perspective of connectivity indexes and metrics from the field of network science.
The results show that, as expected, weather conditions affect both the amount of area with more intense wildfires and wildfire connectivity, with more severe weather conditions presenting the greatest hazards. Additionally, the identified optimal locations of fuel treatments were compared against the locations previously proposed for fuel breaks and the potential impact on fire properties of both was evaluated. Further analysis of the effectiveness of different management options (fraction of landscape treatment and extent of each intervention) will be assessed under the previously identified weather scenarios, considering the extent of high-intensity classes of fires and multiple landscape connectivity indexes. Based on our results, we discuss the best strategies to reduce wildfire hazard for different criteria and under different weather scenarios. Moreover, both methods can be used to assess fire transmission between land uses and then to identify the key values exposed. We demonstrate that combining network graphs and fire spread simulations have a large potential to support more informed decision-making and significantly wildfire impact mitigation.
References
[1] Moreira, F., Ascoli, D., Safford, H. et al. (2020) Wildfire management in Mediterranean-type regions: paradigm change needed. Environmental Research Letters, 15, 011001. https://doi.org/10.1088/1748-9326/ab541e
[2] Turco, M., Rosa-Cánovas, J.J., Bedia, J. et al. (2018) Exacerbated fires in Mediterranean Europe due to anthropogenic warming projected with non-stationary climate-fire models. Nature Communications 9, 3821. https://doi.org/10.1038/s41467-018-06358-z
How to cite: Aparício, B. A., Sá, A. C. L., Santos, F. C., Bruni, C., and Pereira, J. M. C.: Combining wildfire behaviour simulations and complex network theory to support decision-making: A case-study in a Mediterranean region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-980, https://doi.org/10.5194/egusphere-egu21-980, 2021.
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Wildfires represent one of the most devastating natural disasters, bearing relevant environmental and socioeconomic impacts. The Mediterranean region is characterized by large and recurring summer wildfires that often jeopardize people’s safety. Currently, wildfire management largely (if not entirely) relies on wildfire suppression, despite growing evidence of its inefficiency to control the larger and more intense wildfires [1]. Moreover, climate change is expected to significantly affect the Mediterranean region and further exacerbate such hazard, even if global warming does not exceed 1.5°C (target of the Paris Agreement) [2]. Hence, fire prevention measures based on landscape fuel reduction strategies are crucial to decrease the magnitude of the impacts of future wildfires.
Here, we used FlamMap, a widely applied fire spread simulation system, to estimate fire spread and behaviour properties in the Monchique region, a highly fire-prone area, located in Southern Portugal. Five weather scenarios were defined based on hierarchical clustering analysis of temperature, relative humidity, wind speed and direction data derived from the spreading days of large wildfires (larger than 100 ha) between 2001 and 2019. Complex networks were generated from fireline intensity and rate of spread estimates (proxies for the difficulty of suppression and safety) with the main goal of decreasing landscape fire hazard. More precisely, we aimed to: i) evaluate how different weather scenarios/conditions affect landscape connectivity; ii) identify the location of fuel treatments; and iii) assess the impact of the proposed fuel breaks on the fire properties. These challenges were addressed under the perspective of connectivity indexes and metrics from the field of network science.
The results show that, as expected, weather conditions affect both the amount of area with more intense wildfires and wildfire connectivity, with more severe weather conditions presenting the greatest hazards. Additionally, the identified optimal locations of fuel treatments were compared against the locations previously proposed for fuel breaks and the potential impact on fire properties of both was evaluated. Further analysis of the effectiveness of different management options (fraction of landscape treatment and extent of each intervention) will be assessed under the previously identified weather scenarios, considering the extent of high-intensity classes of fires and multiple landscape connectivity indexes. Based on our results, we discuss the best strategies to reduce wildfire hazard for different criteria and under different weather scenarios. Moreover, both methods can be used to assess fire transmission between land uses and then to identify the key values exposed. We demonstrate that combining network graphs and fire spread simulations have a large potential to support more informed decision-making and significantly wildfire impact mitigation.
References
[1] Moreira, F., Ascoli, D., Safford, H. et al. (2020) Wildfire management in Mediterranean-type regions: paradigm change needed. Environmental Research Letters, 15, 011001. https://doi.org/10.1088/1748-9326/ab541e
[2] Turco, M., Rosa-Cánovas, J.J., Bedia, J. et al. (2018) Exacerbated fires in Mediterranean Europe due to anthropogenic warming projected with non-stationary climate-fire models. Nature Communications 9, 3821. https://doi.org/10.1038/s41467-018-06358-z
How to cite: Aparício, B. A., Sá, A. C. L., Santos, F. C., Bruni, C., and Pereira, J. M. C.: Combining wildfire behaviour simulations and complex network theory to support decision-making: A case-study in a Mediterranean region, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-980, https://doi.org/10.5194/egusphere-egu21-980, 2021.
EGU21-890 | vPICO presentations | NH7.1
Estimating spatiotemporal dynamics of forest fire hazard using Analytical Hierarchy Process and geostatistical methods in Similipal Biosphere Reserve, IndiaArnab Laha, Shobhit Singh, Utsav Mishra, and Manudeo Singh
Anthropogenic factors and climate change induced severe forest fires that are reoccurring globally. Because of the large spatial scale, frequent occurrence, and danger involved with the forest fires, remote sensing-based approaches are best suited to study this phenomenon. However, there are few studies addressing the temporal effects of the various factors associated with the forest fire. In this work, by using Analytical Hierarchy Process (AHP), a multi-criteria decision support system and geostatistical methods namely Getis-Ord Gi* statstic and Mann Kendall trend test, we have developed a framework to understand the temporal dynamics of forest fire hazard and associated factors by demarcating the hotspots of forest fire using freely available datasets . The proposed framework has been applied on the Similipal Biosphere Reserve (SBR), Odisha, India. With an area of 5569 km2, the SBR is the sixth largest biosphere reserve in India, comprising of a national park, bird sancturary, tiger reserve, and elephant corridor. Due to its biodiversity and importance in terms of rich and endemic species of flora and fauna, SBR was brought into the umbrella of world network of biosphere reserve under the Man and Biosphere (MAB) programme of UNESCO in the year 2008. Although being a biosphere of international importance, the SBR annually experiences nearly 12 km2 of fire damage.Through this work, the most significant clusters of forest fire hotspots have been demarcated. We have used factors related to topographical, climatic, and physical characteristics of forest to generate forest fire hazard index at annual scale for 28 years (1988 – 2018) using AHP method. The geostatistical methods were applied on the generated annual fire hazard index data to demarcate the zones of emerging hotspots of forest fire. The results indicate that temporally, the trend of forest fire hazard in buffer zone of the area (Similipal Sanctuary) is decreasing, whereas in core area (Similipal National Park), it is increasing and corelates with the temporal trend of vegetation density in the whole area. However, vegetation density and land surface temperature in the core area does not changes significantly with time. The emerging hotspot analysis shows that most of the region (32% of the total area) is exhibiting an oscillating behaviour with respect to the fire hazard over the studied time-period of 28 years, with more than 50% of the years showing increasing trends of fire hazard. A total of 186 km2 of the region is persistently a hotspot of fire hazard in studied time-period. Overall, 11% of the study area is either under persistent fire hazard or showing increasing trend of fire hazard. However, in the central part of the SNP, the fire hazard is decreasing with time. The same region also observes intense rain, and this could be a factor for the observed decrement in the fire hazard. The results can be used for mitigating the fire hazard of the SBR, alsothe proposed framework can be applied globally to any region with dense vegetation for fire hazard spatiotemporal assessments.
How to cite: Laha, A., Singh, S., Mishra, U., and Singh, M.: Estimating spatiotemporal dynamics of forest fire hazard using Analytical Hierarchy Process and geostatistical methods in Similipal Biosphere Reserve, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-890, https://doi.org/10.5194/egusphere-egu21-890, 2021.
Please decide on your access
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Anthropogenic factors and climate change induced severe forest fires that are reoccurring globally. Because of the large spatial scale, frequent occurrence, and danger involved with the forest fires, remote sensing-based approaches are best suited to study this phenomenon. However, there are few studies addressing the temporal effects of the various factors associated with the forest fire. In this work, by using Analytical Hierarchy Process (AHP), a multi-criteria decision support system and geostatistical methods namely Getis-Ord Gi* statstic and Mann Kendall trend test, we have developed a framework to understand the temporal dynamics of forest fire hazard and associated factors by demarcating the hotspots of forest fire using freely available datasets . The proposed framework has been applied on the Similipal Biosphere Reserve (SBR), Odisha, India. With an area of 5569 km2, the SBR is the sixth largest biosphere reserve in India, comprising of a national park, bird sancturary, tiger reserve, and elephant corridor. Due to its biodiversity and importance in terms of rich and endemic species of flora and fauna, SBR was brought into the umbrella of world network of biosphere reserve under the Man and Biosphere (MAB) programme of UNESCO in the year 2008. Although being a biosphere of international importance, the SBR annually experiences nearly 12 km2 of fire damage.Through this work, the most significant clusters of forest fire hotspots have been demarcated. We have used factors related to topographical, climatic, and physical characteristics of forest to generate forest fire hazard index at annual scale for 28 years (1988 – 2018) using AHP method. The geostatistical methods were applied on the generated annual fire hazard index data to demarcate the zones of emerging hotspots of forest fire. The results indicate that temporally, the trend of forest fire hazard in buffer zone of the area (Similipal Sanctuary) is decreasing, whereas in core area (Similipal National Park), it is increasing and corelates with the temporal trend of vegetation density in the whole area. However, vegetation density and land surface temperature in the core area does not changes significantly with time. The emerging hotspot analysis shows that most of the region (32% of the total area) is exhibiting an oscillating behaviour with respect to the fire hazard over the studied time-period of 28 years, with more than 50% of the years showing increasing trends of fire hazard. A total of 186 km2 of the region is persistently a hotspot of fire hazard in studied time-period. Overall, 11% of the study area is either under persistent fire hazard or showing increasing trend of fire hazard. However, in the central part of the SNP, the fire hazard is decreasing with time. The same region also observes intense rain, and this could be a factor for the observed decrement in the fire hazard. The results can be used for mitigating the fire hazard of the SBR, alsothe proposed framework can be applied globally to any region with dense vegetation for fire hazard spatiotemporal assessments.
How to cite: Laha, A., Singh, S., Mishra, U., and Singh, M.: Estimating spatiotemporal dynamics of forest fire hazard using Analytical Hierarchy Process and geostatistical methods in Similipal Biosphere Reserve, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-890, https://doi.org/10.5194/egusphere-egu21-890, 2021.
EGU21-13648 | vPICO presentations | NH7.1
Towards supporting prescribed fire management decisions in the Cabreira Mountain, PortugalAna C. L. Sá, Bruno A. Aparicio, Chiara Bruni, Akli Benali, Fábio Silva, Michele Salis, and José M.C. Pereira
The importance of implementing preventive fuel reduction strategies to build wildfire resilient landscapes has been increasingly present in the Portuguese politicians’ agenda. Science-based information is crucial to guide decision-makers, to better allocate resources, to decrease the projected increasing impacts of large wildfires following climate change, and to ensure the sustainability of environmental resources. Currently, fuel management is implemented without prior evaluation of wildfire exposure or optimization of strategic location of landscape treatments units, impairing a greater reduction in wildfire hazard and losses.
Prescribed burning can be used to create spatial fuel discontinuities in the landscape thus, to mitigate wildfire impacts. This study proposes to evaluate wildfire exposure in a large and diverse fire-prone area (~193 000ha) containing the Cabreira Mountain, located in Northwestern Portugal. The main goal is to locate vegetation patches where fuel management can decrease landscape connectivity, fire spread (ROS) and fireline intensity (FLI), simultaneously reducing wildfire burn probability (BP). To address this, we run simulations using the FlamMap MTT fire spread model and quantify landscape connectivity using indexes from the graph theory, under different weather scenarios. Input data on fuels and topography were assembled in a binary landscape file at 100m spatial resolution.
Fire regime analysis was done for burned areas larger than 100 ha, from 2001 to 2019. Using the national fire ignition database and satellite data, the dates of active fire progression and fire durations are calculated. Daily weather variables (temperature, relative humidity, wind speed and direction) corresponding to those dates are compiled. To calibrate the fire model, we compare the observed and the estimated distributions of fire sizes, and the observed fire frequency with the estimated BP. A hierarchical clustering analysis identified three historical weather scenarios. Besides these a 95th percentile extreme weather scenario is also defined.
Results show a strong relationship between wind speed and landscape connectivity. The contribution of old, burned Pine stands and shrubland areas, mainly located at the east part of the Cabreira Mountain, is high for the overall landscape connectivity. For the extreme weather scenario, assessment of the impact of different fuel treatment extents (Treatment Optimization Model), from 5 to 30%, on the landscape connectivity and on the decrease of the FLI values showed that with a 20% of fuel treatment area (~39 000ha): 1) landscape connectivity decreases 85%; 2) the proportion of the two most extreme FLI classes decreases to ~10% within the study area.
Based on the results, we discuss the best strategies to reduce wildfire hazard for multi criteria based on the studied fire regime and under different weather scenarios, providing information to support a fire management plan. This study explores the potential of fire spread models and graph theory to assess wildfire landscape connectivity and to identify the landcover patches that mostly contribute to that, to determine optimal landscape treatment proportion and to evaluate the impact of treatment locations on the decrease of wildfire properties, ultimately leading to a more comprehensive and effective wildfire management strategy.
How to cite: Sá, A. C. L., Aparicio, B. A., Bruni, C., Benali, A., Silva, F., Salis, M., and Pereira, J. M. C.: Towards supporting prescribed fire management decisions in the Cabreira Mountain, Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13648, https://doi.org/10.5194/egusphere-egu21-13648, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The importance of implementing preventive fuel reduction strategies to build wildfire resilient landscapes has been increasingly present in the Portuguese politicians’ agenda. Science-based information is crucial to guide decision-makers, to better allocate resources, to decrease the projected increasing impacts of large wildfires following climate change, and to ensure the sustainability of environmental resources. Currently, fuel management is implemented without prior evaluation of wildfire exposure or optimization of strategic location of landscape treatments units, impairing a greater reduction in wildfire hazard and losses.
Prescribed burning can be used to create spatial fuel discontinuities in the landscape thus, to mitigate wildfire impacts. This study proposes to evaluate wildfire exposure in a large and diverse fire-prone area (~193 000ha) containing the Cabreira Mountain, located in Northwestern Portugal. The main goal is to locate vegetation patches where fuel management can decrease landscape connectivity, fire spread (ROS) and fireline intensity (FLI), simultaneously reducing wildfire burn probability (BP). To address this, we run simulations using the FlamMap MTT fire spread model and quantify landscape connectivity using indexes from the graph theory, under different weather scenarios. Input data on fuels and topography were assembled in a binary landscape file at 100m spatial resolution.
Fire regime analysis was done for burned areas larger than 100 ha, from 2001 to 2019. Using the national fire ignition database and satellite data, the dates of active fire progression and fire durations are calculated. Daily weather variables (temperature, relative humidity, wind speed and direction) corresponding to those dates are compiled. To calibrate the fire model, we compare the observed and the estimated distributions of fire sizes, and the observed fire frequency with the estimated BP. A hierarchical clustering analysis identified three historical weather scenarios. Besides these a 95th percentile extreme weather scenario is also defined.
Results show a strong relationship between wind speed and landscape connectivity. The contribution of old, burned Pine stands and shrubland areas, mainly located at the east part of the Cabreira Mountain, is high for the overall landscape connectivity. For the extreme weather scenario, assessment of the impact of different fuel treatment extents (Treatment Optimization Model), from 5 to 30%, on the landscape connectivity and on the decrease of the FLI values showed that with a 20% of fuel treatment area (~39 000ha): 1) landscape connectivity decreases 85%; 2) the proportion of the two most extreme FLI classes decreases to ~10% within the study area.
Based on the results, we discuss the best strategies to reduce wildfire hazard for multi criteria based on the studied fire regime and under different weather scenarios, providing information to support a fire management plan. This study explores the potential of fire spread models and graph theory to assess wildfire landscape connectivity and to identify the landcover patches that mostly contribute to that, to determine optimal landscape treatment proportion and to evaluate the impact of treatment locations on the decrease of wildfire properties, ultimately leading to a more comprehensive and effective wildfire management strategy.
How to cite: Sá, A. C. L., Aparicio, B. A., Bruni, C., Benali, A., Silva, F., Salis, M., and Pereira, J. M. C.: Towards supporting prescribed fire management decisions in the Cabreira Mountain, Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13648, https://doi.org/10.5194/egusphere-egu21-13648, 2021.
EGU21-6502 | vPICO presentations | NH7.1
Instantaneous spatio-temporal rate of spread of fast spreading wildfires - a new approach from visible and thermal image processingBenjamin Schumacher, Katharine Melnik, Marwan Katurji, Veronica Clifford, Jiawei Zhang, Hamish Mcnair, and Grant Pearce
The rate of spread (ROS) of wildfires is an important parameter for understanding fire-atmospheric interactions and developing fire-spread models, but it is also vital for firefighting operations to ensure the safety of firefighters (Plucinski 2017, Stow 2019). Spatial ROS observations are usually carried out by using visible and thermal satellite imagery of wildfires estimating the ROS on a time scale of hours to days for large fires (>100 ha) or repeated passing with an airborne thermal infrared imager for higher spatial and temporal resolution (Viedma et al. 2015, Stow 2014). For fire experiments in highly controlled conditions like laboratory fires or during light fuel prescribed burns, ROS estimation usually involves lag-correlation of temperature point measurements (Finney 2010, Johnston 2018). However, these methodologies are not applicable to fast-spreading grass or bush fires because of their temporal and spatial limitations. Instantaneous spatial ROS of these fires is needed to understand rapid changes in connection with the three major drivers of the fire: fuel, topography and atmospheric forcings.
We are presenting a new approach towards a spatial ROS product which includes newly developed image tracking methods based on thermal and visible imagery collected from unmanned aerial vehicles to estimate instantaneous, spatial ROS of fast spreading grass or bush fires. These techniques were developed using imagery from prescribed wheat-stubble burns carried out in Darfield, New Zealand in March 2018 (Finney 2018). Results show that both the visible and thermal tracking techniques produce similar mean ROS; however they differ in limitations and advantages. The visible-spectrum tracking method clearly identifies the flaming zone and provides accurate ROS measurements especially at the fire front. The thermal tracking technique is superior when resolving dynamics and ROS within the flaming zone because it resolves smaller scale structures within the imagery.
References:
Finney, M. et al. 2010: An Examination of Fire Spread Thresholds in Discontinuous Fuel Beds.” International Journal of Wildland Fire, 163–170.
Finney, M. et al. 2018: New Zealand prescribed fire experiments to test convective heat transfer in wildland fires. In Advances in Forest Fire Research, Imprensa da Universidade de Coimbra: Coimbra, 2018.
Johnston, J. M., et al. 2018: Flame-Front Rate of Spread Estimates for Moderate Scale Experimental Fires are Strongly Influenced by Measurement Approach. Fire 1: 16–17
Plucinski M., et al. 2017: Improving the reliability and utility of operational bushfire behaviour predictions in Australian vegetation. Environmental Modelling & Software 91, 1-12.
Stow, D., et al. 2014: Measuring Fire Spread Rates from Repeat PassAirborne Thermal Infrared Imagery. Remote Sensing Letters 5: 803–881.
Stow, D., et al. 2019: Assessing uncertainty and demonstrating potentialfor estimating fire rate of spread at landscape scales based on time sequential airbornethermal infrared imaging, International Journal of Remote Sensing, 40:13, 4876-4897
Viedma, O., et al. 2015: Fire Severity in a Large Fire in a Pinus Pinaster Forest Is Highly Predictable from Burning Conditions, Stand Structure, and Topography. Ecosystems18: 237–250.
How to cite: Schumacher, B., Melnik, K., Katurji, M., Clifford, V., Zhang, J., Mcnair, H., and Pearce, G.: Instantaneous spatio-temporal rate of spread of fast spreading wildfires - a new approach from visible and thermal image processing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6502, https://doi.org/10.5194/egusphere-egu21-6502, 2021.
Please decide on your access
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The rate of spread (ROS) of wildfires is an important parameter for understanding fire-atmospheric interactions and developing fire-spread models, but it is also vital for firefighting operations to ensure the safety of firefighters (Plucinski 2017, Stow 2019). Spatial ROS observations are usually carried out by using visible and thermal satellite imagery of wildfires estimating the ROS on a time scale of hours to days for large fires (>100 ha) or repeated passing with an airborne thermal infrared imager for higher spatial and temporal resolution (Viedma et al. 2015, Stow 2014). For fire experiments in highly controlled conditions like laboratory fires or during light fuel prescribed burns, ROS estimation usually involves lag-correlation of temperature point measurements (Finney 2010, Johnston 2018). However, these methodologies are not applicable to fast-spreading grass or bush fires because of their temporal and spatial limitations. Instantaneous spatial ROS of these fires is needed to understand rapid changes in connection with the three major drivers of the fire: fuel, topography and atmospheric forcings.
We are presenting a new approach towards a spatial ROS product which includes newly developed image tracking methods based on thermal and visible imagery collected from unmanned aerial vehicles to estimate instantaneous, spatial ROS of fast spreading grass or bush fires. These techniques were developed using imagery from prescribed wheat-stubble burns carried out in Darfield, New Zealand in March 2018 (Finney 2018). Results show that both the visible and thermal tracking techniques produce similar mean ROS; however they differ in limitations and advantages. The visible-spectrum tracking method clearly identifies the flaming zone and provides accurate ROS measurements especially at the fire front. The thermal tracking technique is superior when resolving dynamics and ROS within the flaming zone because it resolves smaller scale structures within the imagery.
References:
Finney, M. et al. 2010: An Examination of Fire Spread Thresholds in Discontinuous Fuel Beds.” International Journal of Wildland Fire, 163–170.
Finney, M. et al. 2018: New Zealand prescribed fire experiments to test convective heat transfer in wildland fires. In Advances in Forest Fire Research, Imprensa da Universidade de Coimbra: Coimbra, 2018.
Johnston, J. M., et al. 2018: Flame-Front Rate of Spread Estimates for Moderate Scale Experimental Fires are Strongly Influenced by Measurement Approach. Fire 1: 16–17
Plucinski M., et al. 2017: Improving the reliability and utility of operational bushfire behaviour predictions in Australian vegetation. Environmental Modelling & Software 91, 1-12.
Stow, D., et al. 2014: Measuring Fire Spread Rates from Repeat PassAirborne Thermal Infrared Imagery. Remote Sensing Letters 5: 803–881.
Stow, D., et al. 2019: Assessing uncertainty and demonstrating potentialfor estimating fire rate of spread at landscape scales based on time sequential airbornethermal infrared imaging, International Journal of Remote Sensing, 40:13, 4876-4897
Viedma, O., et al. 2015: Fire Severity in a Large Fire in a Pinus Pinaster Forest Is Highly Predictable from Burning Conditions, Stand Structure, and Topography. Ecosystems18: 237–250.
How to cite: Schumacher, B., Melnik, K., Katurji, M., Clifford, V., Zhang, J., Mcnair, H., and Pearce, G.: Instantaneous spatio-temporal rate of spread of fast spreading wildfires - a new approach from visible and thermal image processing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6502, https://doi.org/10.5194/egusphere-egu21-6502, 2021.
EGU21-8805 | vPICO presentations | NH7.1
Wildfire extreme events: Large-scale developments in fire activity of New South Wales, AustraliaMichael Nolde, Norman Mueller, Günter Strunz, Florian Fichtner, Simon Plank, and Torsten Riedlinger
Disastrous wildfires have occurred in many parts of the world during the last two years (2019 and 2020), most notably in South America, Australia, the United States, and regions north of the polar circle. Such extreme wildfire events pose a pervasive threat to human lives and property and have thus been widely recognized in the global media. This study focusses on large-scale developments in fire activity. It investigates the occurrence of burnt areas regarding several relevant parameters, namely fire extent, fire severity and fire seasonality. The entirety of those parameters allows an extensive insight regarding large-scale, long-term fire activity trends.
The burnt area derivation process, which is fully automated, is described in the literature (see reference below). The analysis is based on an extensive set of satellite data, specifically 9,612 granules of the MODIS MOD09/MYD09 product in conjunction with 3,503 tiles of the OLCI (Ocean and Land Colour Instrument) instrument onboard Sentinel-3.
The study design consists of two parts:
Firstly, the long-term temporal variability in fire activity, covering the time span from 2000 until 2020, is analyzed for the study region of New South Wales, Australia.
Secondly, the large-scale spatial variability is investigated by comparing the New South Wales extreme events in 2019/2020 with events of comparable magnitude in California, US and the Siberian taiga.
The study shows that New South Wales features an upward trend regarding the extent of yearly affected area, as well as a shift towards a prolongated end of the fire season towards the Autumn months. It also shows the exceptionality of the Australian wildfire activity in comparison with other geographical regions.
Reference:
Nolde, Michael; Plank, Simon; Riedlinger, Torsten. "An Adaptive and Extensible System for Satellite-Based, Large Scale Burnt Area Monitoring in Near-Real Time." Remote Sensing 12.13 (2020): 2162.
How to cite: Nolde, M., Mueller, N., Strunz, G., Fichtner, F., Plank, S., and Riedlinger, T.: Wildfire extreme events: Large-scale developments in fire activity of New South Wales, Australia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8805, https://doi.org/10.5194/egusphere-egu21-8805, 2021.
Disastrous wildfires have occurred in many parts of the world during the last two years (2019 and 2020), most notably in South America, Australia, the United States, and regions north of the polar circle. Such extreme wildfire events pose a pervasive threat to human lives and property and have thus been widely recognized in the global media. This study focusses on large-scale developments in fire activity. It investigates the occurrence of burnt areas regarding several relevant parameters, namely fire extent, fire severity and fire seasonality. The entirety of those parameters allows an extensive insight regarding large-scale, long-term fire activity trends.
The burnt area derivation process, which is fully automated, is described in the literature (see reference below). The analysis is based on an extensive set of satellite data, specifically 9,612 granules of the MODIS MOD09/MYD09 product in conjunction with 3,503 tiles of the OLCI (Ocean and Land Colour Instrument) instrument onboard Sentinel-3.
The study design consists of two parts:
Firstly, the long-term temporal variability in fire activity, covering the time span from 2000 until 2020, is analyzed for the study region of New South Wales, Australia.
Secondly, the large-scale spatial variability is investigated by comparing the New South Wales extreme events in 2019/2020 with events of comparable magnitude in California, US and the Siberian taiga.
The study shows that New South Wales features an upward trend regarding the extent of yearly affected area, as well as a shift towards a prolongated end of the fire season towards the Autumn months. It also shows the exceptionality of the Australian wildfire activity in comparison with other geographical regions.
Reference:
Nolde, Michael; Plank, Simon; Riedlinger, Torsten. "An Adaptive and Extensible System for Satellite-Based, Large Scale Burnt Area Monitoring in Near-Real Time." Remote Sensing 12.13 (2020): 2162.
How to cite: Nolde, M., Mueller, N., Strunz, G., Fichtner, F., Plank, S., and Riedlinger, T.: Wildfire extreme events: Large-scale developments in fire activity of New South Wales, Australia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8805, https://doi.org/10.5194/egusphere-egu21-8805, 2021.
EGU21-15173 | vPICO presentations | NH7.1
Fire regimes and post-fire evolution of burned areas in selected plant biomes of the planet studying the phenology of the landscape with time series of satellite imagesNikos Koutsias, Anastasia Karamitsou, Foula Nioti, and Frank Coutelieris
Plant biomes and climatic zones are characterized by a specific type of fire regime which can be determined from the history of fires in the area and it is a synergy mainly of the climatic conditions and the functional characteristics of the types of vegetation. They correspond also to specific phenology types, a feature that can be useful for various applications related to vegetation monitoring, especially when remote sensing methods are used. Both the assessment of fire regime from the reconstruction of fire history and the monitoring of post-fire evolution of the burned areas can be studied with satellite remote sensing based on satellite time series images. The free availability of (i) Landsat satellite imagery by US Geological Survey (USGS, (ii) Sentinel-2 satellite imagery by ESA and (iii) MODIS satellite imagery by NASA / USGS allow low-cost data acquisition and processing (eg 1984-present) which otherwise would require very high costs. The purpose of this work is to determine the fire regime as well as the patterns of post-fire evolution of burned areas in selected vegetation/climate zones for the entire planet by studying the phenology of the landscape with time series of satellite images. More specifically, the three research questions we are negotiating are: (i) the reconstruction of the history of fires in the period 1984-2017 and the determination of fire regimes with Landsat and Sentinel-2 satellite data , (ii) the assessment of pre-fire phenological pattern of vegetation and (iii) the monitoring and comparative evaluation of post-fire evolution patterns of the burned areas.
Acknowledgements
This research has been co-financed by the Operational Program "Human Resources Development, Education and Lifelong Learning" and is co-financed by the European Union (European Social Fund) and Greek national funds.
How to cite: Koutsias, N., Karamitsou, A., Nioti, F., and Coutelieris, F.: Fire regimes and post-fire evolution of burned areas in selected plant biomes of the planet studying the phenology of the landscape with time series of satellite images, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15173, https://doi.org/10.5194/egusphere-egu21-15173, 2021.
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Plant biomes and climatic zones are characterized by a specific type of fire regime which can be determined from the history of fires in the area and it is a synergy mainly of the climatic conditions and the functional characteristics of the types of vegetation. They correspond also to specific phenology types, a feature that can be useful for various applications related to vegetation monitoring, especially when remote sensing methods are used. Both the assessment of fire regime from the reconstruction of fire history and the monitoring of post-fire evolution of the burned areas can be studied with satellite remote sensing based on satellite time series images. The free availability of (i) Landsat satellite imagery by US Geological Survey (USGS, (ii) Sentinel-2 satellite imagery by ESA and (iii) MODIS satellite imagery by NASA / USGS allow low-cost data acquisition and processing (eg 1984-present) which otherwise would require very high costs. The purpose of this work is to determine the fire regime as well as the patterns of post-fire evolution of burned areas in selected vegetation/climate zones for the entire planet by studying the phenology of the landscape with time series of satellite images. More specifically, the three research questions we are negotiating are: (i) the reconstruction of the history of fires in the period 1984-2017 and the determination of fire regimes with Landsat and Sentinel-2 satellite data , (ii) the assessment of pre-fire phenological pattern of vegetation and (iii) the monitoring and comparative evaluation of post-fire evolution patterns of the burned areas.
Acknowledgements
This research has been co-financed by the Operational Program "Human Resources Development, Education and Lifelong Learning" and is co-financed by the European Union (European Social Fund) and Greek national funds.
How to cite: Koutsias, N., Karamitsou, A., Nioti, F., and Coutelieris, F.: Fire regimes and post-fire evolution of burned areas in selected plant biomes of the planet studying the phenology of the landscape with time series of satellite images, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15173, https://doi.org/10.5194/egusphere-egu21-15173, 2021.
EGU21-15159 | vPICO presentations | NH7.1
Soil Moisture and Live Fuel Moisture Content as key remote sensing variables to unlock improved wildfire predictionsFlorian Briquemont and Akli Benali
Large wildfires are amongst the most destructive natural disasters in southern Europe, posing a serious threat to both human lives and the environment.
Although wildfire simulations and fire risk maps are already very a useful tool to assist fire managers in their decisions, the complexity of fire spread and ignition mechanisms can greatly hinder their accuracy. An important step in improving the reliability of wildfire prediction systems is to implement additional drivers of fire spread and fire risk in simulation models.
Despite their recognized importance as factors influencing fuel flammability and fire spread, soil moisture and live fuel moisture content are rarely implemented in the simulation of large wildfires due to the lack of sufficient and accurate data. Fortunately, new satellite products are giving the opportunity to assess these parameters on large areas with high temporal and spatial resolution.
The purpose of this study is twofold. First, we aimed to evaluate the capabilities of satellite data to estimate soil moisture and live fuel moisture content in different landcovers. Secondly, we focused on the potential of these estimates for assessing fire risk and fire spread patterns of large wildfires in Portugal. Ultimately, the goal of this study is to implement these estimated variables in fire spread simulations and fire risk maps.
We compared datasets retrieved from Sentinel 1, SMAP (Soil Moisture Active Passive radiometer) and MODIS (Moderate Resolution Imaging Spectrometer) missions. Several estimators of LFMC based on spectral indices were tested and their patterns were compared with field data. Based on these estimators, we assessed the impact of LFMC and soil moisture on the extent and occurrence of large wildfires. Finally, we built a database of detailed historical wildfire progressions, which we used to evaluate the influence of soil moisture and LFMC on the velocity and direction of the fire spread.
How to cite: Briquemont, F. and Benali, A.: Soil Moisture and Live Fuel Moisture Content as key remote sensing variables to unlock improved wildfire predictions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15159, https://doi.org/10.5194/egusphere-egu21-15159, 2021.
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Large wildfires are amongst the most destructive natural disasters in southern Europe, posing a serious threat to both human lives and the environment.
Although wildfire simulations and fire risk maps are already very a useful tool to assist fire managers in their decisions, the complexity of fire spread and ignition mechanisms can greatly hinder their accuracy. An important step in improving the reliability of wildfire prediction systems is to implement additional drivers of fire spread and fire risk in simulation models.
Despite their recognized importance as factors influencing fuel flammability and fire spread, soil moisture and live fuel moisture content are rarely implemented in the simulation of large wildfires due to the lack of sufficient and accurate data. Fortunately, new satellite products are giving the opportunity to assess these parameters on large areas with high temporal and spatial resolution.
The purpose of this study is twofold. First, we aimed to evaluate the capabilities of satellite data to estimate soil moisture and live fuel moisture content in different landcovers. Secondly, we focused on the potential of these estimates for assessing fire risk and fire spread patterns of large wildfires in Portugal. Ultimately, the goal of this study is to implement these estimated variables in fire spread simulations and fire risk maps.
We compared datasets retrieved from Sentinel 1, SMAP (Soil Moisture Active Passive radiometer) and MODIS (Moderate Resolution Imaging Spectrometer) missions. Several estimators of LFMC based on spectral indices were tested and their patterns were compared with field data. Based on these estimators, we assessed the impact of LFMC and soil moisture on the extent and occurrence of large wildfires. Finally, we built a database of detailed historical wildfire progressions, which we used to evaluate the influence of soil moisture and LFMC on the velocity and direction of the fire spread.
How to cite: Briquemont, F. and Benali, A.: Soil Moisture and Live Fuel Moisture Content as key remote sensing variables to unlock improved wildfire predictions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15159, https://doi.org/10.5194/egusphere-egu21-15159, 2021.
EGU21-3976 | vPICO presentations | NH7.1
A daily burned area mapping method using AVHRR time-series dataShuhan Lou, Yuanhong Liao, Yufu Liu, and Yuqi Bai
The study of complex interactions between fire and atmospheric dynamics of the earth system is drawing increasing attention in recent years, especially when fire seasons are extended due to global warming, where the historical daily burnt area data played a pivotal role in analyzing wildfire regimes change. Existing products could not fully meet the temporal requirements: daily burnt area data in global fire emissions database (GFED4) starts from mid-2000 using MODIS while ESA Fire Climate Change Initiative (FireCCILT10) Dataset from 1982 to 2017 is provided on a monthly grid.
Advanced Very High Resolution Radiometer (AVHRR) series of sensors are widely used to develop pre‐MODIS daily historical records. However, compared to MODIS, the AVHRR sensor has a lower radiometric and geometric quality and is missing Short Wave Infrared (SWIR) band. To address the data quality problem, this research study presents a time-series mapping method for daily burned area using AVHRR composite. Daily fire-sensitive indices are calculated to develop a time-series data composite which is masked by the burnable surface of GLASS_GLC land cover product. Then, Continuous Change Detection and Classification (CCDC) time-series model, which originally implemented on Landsat data monitoring land cover change, is revised to detect an abrupt change in the time-series data composite and remove noise, ensuring temporal consistency. The image of a time-series breakpoint is further classified using a spatial contextual method to distinguish biomass burning from other forest degradation change like a landslide and is used to generate burned area probability map.
The methodology is verified in California, US, where fuel aridity increased during 1984–2015 driven by anthropogenic climate change. The samples are collected based on the National Monitoring Trends in Burn Severity(MTBS)Burned Areas Boundaries Dataset from 1984 – 2018 and California Department of Forestry and Fire Protection's Fire and Resource Assessment Program (FRAP) fire perimeters from since 1950. Primary results show that the proposed method can effectively detect burned area on daily basis with CCDC algorithm reducing the complexity of change detection.
How to cite: Lou, S., Liao, Y., Liu, Y., and Bai, Y.: A daily burned area mapping method using AVHRR time-series data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3976, https://doi.org/10.5194/egusphere-egu21-3976, 2021.
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The study of complex interactions between fire and atmospheric dynamics of the earth system is drawing increasing attention in recent years, especially when fire seasons are extended due to global warming, where the historical daily burnt area data played a pivotal role in analyzing wildfire regimes change. Existing products could not fully meet the temporal requirements: daily burnt area data in global fire emissions database (GFED4) starts from mid-2000 using MODIS while ESA Fire Climate Change Initiative (FireCCILT10) Dataset from 1982 to 2017 is provided on a monthly grid.
Advanced Very High Resolution Radiometer (AVHRR) series of sensors are widely used to develop pre‐MODIS daily historical records. However, compared to MODIS, the AVHRR sensor has a lower radiometric and geometric quality and is missing Short Wave Infrared (SWIR) band. To address the data quality problem, this research study presents a time-series mapping method for daily burned area using AVHRR composite. Daily fire-sensitive indices are calculated to develop a time-series data composite which is masked by the burnable surface of GLASS_GLC land cover product. Then, Continuous Change Detection and Classification (CCDC) time-series model, which originally implemented on Landsat data monitoring land cover change, is revised to detect an abrupt change in the time-series data composite and remove noise, ensuring temporal consistency. The image of a time-series breakpoint is further classified using a spatial contextual method to distinguish biomass burning from other forest degradation change like a landslide and is used to generate burned area probability map.
The methodology is verified in California, US, where fuel aridity increased during 1984–2015 driven by anthropogenic climate change. The samples are collected based on the National Monitoring Trends in Burn Severity(MTBS)Burned Areas Boundaries Dataset from 1984 – 2018 and California Department of Forestry and Fire Protection's Fire and Resource Assessment Program (FRAP) fire perimeters from since 1950. Primary results show that the proposed method can effectively detect burned area on daily basis with CCDC algorithm reducing the complexity of change detection.
How to cite: Lou, S., Liao, Y., Liu, Y., and Bai, Y.: A daily burned area mapping method using AVHRR time-series data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3976, https://doi.org/10.5194/egusphere-egu21-3976, 2021.
EGU21-2238 | vPICO presentations | NH7.1
Evaluating the near and mid infrared bi-spectral space for assessing fire severity and comparison with the differenced normalized burn ratioMax van Gerrevink and Sander Veraverbeke
Fire severity, defined as the degree of environmental change caused by a fire, is a critical fire regime attribute of interest to fire emissions modelling and post-fire rehabilitation planning. Remotely sensed fire severity is traditionally assessed by the differenced normalized burned ratio (dNBR). This spectral index captures fire-induced reflectance changes in the near infrared (NIR) and short-wave infrared (SWIR) spectral regions. This study evaluates a spectral index based on a band combination including the NIR and mid infrared (MIR) spectral regions, the differenced normalized difference vegetation index (dNDVIMID), to assess fire severity. This evaluation capitalized upon the unique opportunity stemming from the pre- and post-fire airborne acquisitions over the Rim (2013) and King (2014) fires in California with the MODIS/ASTER (MASTER) instrument. The field data consists of 85 Geometrically structured Composite Burn Index (GeoCBI) plots. In addition, six different index combinations, respectively three with a NIR-SWIR combination and three with a NIR-MIR combination, were evaluated based on the optimality of fire-induced spectral displacements. The optimality statistic ranges between zero and one, with values of one representing pixel displacements that are unaffected by noise. Results show that the dNBR demonstrated a stronger relationship with GeoCBI field data when field measurements over the two fire scars were combined than the dNDVIMID approaches. The results yielded an R2 of 0.68 based on a saturated growth model for the best performing dNBR index, whereas the performance of the dNDVIMID indices was clearly lower with an R2 = 0.61 for the best performing dNDVIMID index. The dNBR also outperformed the dNDVIMID in terms of spectral optimality across both fires. The best performing dNBR index yielded the optimality statistics of 0.56 over the Rim and 0.60 over the King fire. The best performing dNDVIMID, index recorded optimality values of 0.49 over the Rim and 0.46 over the King fire. We also found that the dNBR approach led to considerable differences in the form of the relationship with the GeoCBI between the two fires, whereas the dNDVIMID approach yielded comparable relationships with the GeoCBI over the two fires. This suggests that the dNDVIMID approach, despite its slightly lower performance than the dNBR, may be a more robust method for estimating and comparing fire severity over large regions. This premise needs additional verification when more air- or spaceborne imagery with NIR and MIR bands will become available with a spatial resolution that allows ground truthing of fire severity.
How to cite: van Gerrevink, M. and Veraverbeke, S.: Evaluating the near and mid infrared bi-spectral space for assessing fire severity and comparison with the differenced normalized burn ratio, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2238, https://doi.org/10.5194/egusphere-egu21-2238, 2021.
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Fire severity, defined as the degree of environmental change caused by a fire, is a critical fire regime attribute of interest to fire emissions modelling and post-fire rehabilitation planning. Remotely sensed fire severity is traditionally assessed by the differenced normalized burned ratio (dNBR). This spectral index captures fire-induced reflectance changes in the near infrared (NIR) and short-wave infrared (SWIR) spectral regions. This study evaluates a spectral index based on a band combination including the NIR and mid infrared (MIR) spectral regions, the differenced normalized difference vegetation index (dNDVIMID), to assess fire severity. This evaluation capitalized upon the unique opportunity stemming from the pre- and post-fire airborne acquisitions over the Rim (2013) and King (2014) fires in California with the MODIS/ASTER (MASTER) instrument. The field data consists of 85 Geometrically structured Composite Burn Index (GeoCBI) plots. In addition, six different index combinations, respectively three with a NIR-SWIR combination and three with a NIR-MIR combination, were evaluated based on the optimality of fire-induced spectral displacements. The optimality statistic ranges between zero and one, with values of one representing pixel displacements that are unaffected by noise. Results show that the dNBR demonstrated a stronger relationship with GeoCBI field data when field measurements over the two fire scars were combined than the dNDVIMID approaches. The results yielded an R2 of 0.68 based on a saturated growth model for the best performing dNBR index, whereas the performance of the dNDVIMID indices was clearly lower with an R2 = 0.61 for the best performing dNDVIMID index. The dNBR also outperformed the dNDVIMID in terms of spectral optimality across both fires. The best performing dNBR index yielded the optimality statistics of 0.56 over the Rim and 0.60 over the King fire. The best performing dNDVIMID, index recorded optimality values of 0.49 over the Rim and 0.46 over the King fire. We also found that the dNBR approach led to considerable differences in the form of the relationship with the GeoCBI between the two fires, whereas the dNDVIMID approach yielded comparable relationships with the GeoCBI over the two fires. This suggests that the dNDVIMID approach, despite its slightly lower performance than the dNBR, may be a more robust method for estimating and comparing fire severity over large regions. This premise needs additional verification when more air- or spaceborne imagery with NIR and MIR bands will become available with a spatial resolution that allows ground truthing of fire severity.
How to cite: van Gerrevink, M. and Veraverbeke, S.: Evaluating the near and mid infrared bi-spectral space for assessing fire severity and comparison with the differenced normalized burn ratio, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2238, https://doi.org/10.5194/egusphere-egu21-2238, 2021.
EGU21-10203 | vPICO presentations | NH7.1
Organic pollutants from Indonesian peatland fires: regional influences and its impact on lower the stratospheric compositionSimon Rosanka, Bruno Franco, Lieven Clarisse, Pierre-François Coheur, Andreas Wahner, and Domenico Taraborrelli
In 2015, the particularly strong dry season in Indonesia, caused by an exceptional strong El Niño, led to severe peatland fires. Due to the high carbon content of peatland, these fires are characterised by high volatile organic compound (VOC) biomass burning emissions. The resulting primary and secondary pollutants are efficiently transported to the upper troposphere/lower stratosphere (UTLS) by the developing Asian monsoon anticyclone (ASMA) and the general upward transport in the intertropical convergence zone (ITCZ). In this study, we assess the importance of these VOC emissions for the composition of the lower troposphere and the UTLS by performing multiple chemistry simulations using the global atmospheric model ECHAM/MESSy (EMAC). In a first step, we find that EMAC properly captures the exceptional strength of the Indonesian fires based on the comparison of modelled columns of the biomass burning marker hydrogen cyanide (HCN) to spaceborne measurements from the Infrared Atmospheric Sounding Interferometer (IASI). In the lower troposphere, the increase in VOC levels is higher in Indonesia compared to other biomass burning regions. This directly impacts the oxidation capacity and leads to a high reduction in hydroxyl radicals (OH) and nitrogen oxides (NOx). In general, an increase in ozone (O3) is predicted close to the peatland fires. However, particular high concentrations of phenols lead to an O3 depletion in eastern Indonesia. By employing the detailed in-cloud OVOC oxidation scheme Jülich Aqueous-phase Mechanism of Organic Chemistry (JAMOC), we find that the predicted changes are dampened and that by ignoring these processes, global models tend to overestimate the impact of such extreme pollution events. The upward transport in the ASMA and the ITCZ leads to elevated VOC concentrations in the UTLS region. This also results in a depletion of lower stratospheric O3. We find that this is caused by a high destruction of O3 by phenoxy radicals and by the increased formation of NOx reservoir species, which dampen the chemical production of O3.
How to cite: Rosanka, S., Franco, B., Clarisse, L., Coheur, P.-F., Wahner, A., and Taraborrelli, D.: Organic pollutants from Indonesian peatland fires: regional influences and its impact on lower the stratospheric composition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10203, https://doi.org/10.5194/egusphere-egu21-10203, 2021.
In 2015, the particularly strong dry season in Indonesia, caused by an exceptional strong El Niño, led to severe peatland fires. Due to the high carbon content of peatland, these fires are characterised by high volatile organic compound (VOC) biomass burning emissions. The resulting primary and secondary pollutants are efficiently transported to the upper troposphere/lower stratosphere (UTLS) by the developing Asian monsoon anticyclone (ASMA) and the general upward transport in the intertropical convergence zone (ITCZ). In this study, we assess the importance of these VOC emissions for the composition of the lower troposphere and the UTLS by performing multiple chemistry simulations using the global atmospheric model ECHAM/MESSy (EMAC). In a first step, we find that EMAC properly captures the exceptional strength of the Indonesian fires based on the comparison of modelled columns of the biomass burning marker hydrogen cyanide (HCN) to spaceborne measurements from the Infrared Atmospheric Sounding Interferometer (IASI). In the lower troposphere, the increase in VOC levels is higher in Indonesia compared to other biomass burning regions. This directly impacts the oxidation capacity and leads to a high reduction in hydroxyl radicals (OH) and nitrogen oxides (NOx). In general, an increase in ozone (O3) is predicted close to the peatland fires. However, particular high concentrations of phenols lead to an O3 depletion in eastern Indonesia. By employing the detailed in-cloud OVOC oxidation scheme Jülich Aqueous-phase Mechanism of Organic Chemistry (JAMOC), we find that the predicted changes are dampened and that by ignoring these processes, global models tend to overestimate the impact of such extreme pollution events. The upward transport in the ASMA and the ITCZ leads to elevated VOC concentrations in the UTLS region. This also results in a depletion of lower stratospheric O3. We find that this is caused by a high destruction of O3 by phenoxy radicals and by the increased formation of NOx reservoir species, which dampen the chemical production of O3.
How to cite: Rosanka, S., Franco, B., Clarisse, L., Coheur, P.-F., Wahner, A., and Taraborrelli, D.: Organic pollutants from Indonesian peatland fires: regional influences and its impact on lower the stratospheric composition, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10203, https://doi.org/10.5194/egusphere-egu21-10203, 2021.
EGU21-8083 | vPICO presentations | NH7.1 | Highlight
Copernicus data for wildfire mapping and monitoring in IrelandFiona Cawkwell, Emma Chalencon, Thedmer Postma, Ned Dwyer, Beatriz Martin, and Guy Serbin
Although wildfires in Ireland are not extensive, information on their impacts in terms of atmospheric emissions and pollutants, and habitat losses is essential. Current ground-based wildfire data are limited by their incompleteness, inconsistency in reporting, and a lack of timeliness. Additional data on fire alerts are drawn from international satellite derived databases such as NASA’s Fire Information for Resource Management System (FIRMS) and the European Forest Fire Information System (EFFIS) to produce a more consistent national summary. However, these databases exploit thermal anomalies derived from low spatial resolution satellite imagery, which can result in a large number of omissions of small, short-lived fires, especially when extensive cloud-cover persists, as is common in Ireland. To overcome these limitations, a new approach is proposed whereby data from the Copernicus Atmosphere Monitoring Service (CAMS) are used to identify atmospheric pollutant anomalies that may be associated with a wildfire, with Sentinel-2 pre- and post-fire imagery providing a more detailed account of the area burned and the vegetation cover affected. An inventory of fire events in Ireland reported by local and social media and the FIRMS and EFFIS databases from 2015-2020 was compiled. The average hourly concentration of selected pollutants (CO, O3, PM2.5, PM10, SO2, NOx) was derived from the CAMS European air quality analysis product at the location of each fire shortly before, during, and after the event. The average concentrations for the same period from the years excluding the year of the fire being studied were compared to the pollutant concentrations observed during the event. Preliminary results suggest that the concentration of PM2.5, PM10, SO2, and NOx show the clearest deviations from the baseline during the occurrence of a fire. Clear-sky Sentinel-2 images preceding and after selected fires were identified, and a number of different indices (NBR, dNBR, RdNBR, dMIRBI) calculated and combined to delineate burn event areas. Post-processing was undertaken to remove errors due to water, shadow and cloud cover, and eliminate features less than 0.4ha in size. Preliminary results show that burn scars can be clearly distinguished and their areas calculated, including fire events omitted from the 2015-2020 inventory. However, false alarms arise from natural land cover change, especially agricultural activity, and attempts to exclude these are being explored using the national mapping agency’s object-oriented digital mapping data model, PRIME2. Further analysis of the Sentinel-2 imagery to map the habitats burned is in progress, with a particular focus on identifying the location of gorse (Ulex europaeus), which is highly flammable in dry summer conditions due to the presence of deadwood. Atmospheric chemistry colleagues are undertaking a field campaign during 2021 to monitor the air quality during a burn event, along with laboratory measurements in a burn chamber, from which emissions factors for gorse can be calculated. Subsequently, it is hoped that detailed estimates of emissions from upland wildfires can be derived leading to improved national GHG inventories, and an assessment of these events made in terms of atmospheric impacts on population centres and environmental impacts on habitats and biodiversity.
How to cite: Cawkwell, F., Chalencon, E., Postma, T., Dwyer, N., Martin, B., and Serbin, G.: Copernicus data for wildfire mapping and monitoring in Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8083, https://doi.org/10.5194/egusphere-egu21-8083, 2021.
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Although wildfires in Ireland are not extensive, information on their impacts in terms of atmospheric emissions and pollutants, and habitat losses is essential. Current ground-based wildfire data are limited by their incompleteness, inconsistency in reporting, and a lack of timeliness. Additional data on fire alerts are drawn from international satellite derived databases such as NASA’s Fire Information for Resource Management System (FIRMS) and the European Forest Fire Information System (EFFIS) to produce a more consistent national summary. However, these databases exploit thermal anomalies derived from low spatial resolution satellite imagery, which can result in a large number of omissions of small, short-lived fires, especially when extensive cloud-cover persists, as is common in Ireland. To overcome these limitations, a new approach is proposed whereby data from the Copernicus Atmosphere Monitoring Service (CAMS) are used to identify atmospheric pollutant anomalies that may be associated with a wildfire, with Sentinel-2 pre- and post-fire imagery providing a more detailed account of the area burned and the vegetation cover affected. An inventory of fire events in Ireland reported by local and social media and the FIRMS and EFFIS databases from 2015-2020 was compiled. The average hourly concentration of selected pollutants (CO, O3, PM2.5, PM10, SO2, NOx) was derived from the CAMS European air quality analysis product at the location of each fire shortly before, during, and after the event. The average concentrations for the same period from the years excluding the year of the fire being studied were compared to the pollutant concentrations observed during the event. Preliminary results suggest that the concentration of PM2.5, PM10, SO2, and NOx show the clearest deviations from the baseline during the occurrence of a fire. Clear-sky Sentinel-2 images preceding and after selected fires were identified, and a number of different indices (NBR, dNBR, RdNBR, dMIRBI) calculated and combined to delineate burn event areas. Post-processing was undertaken to remove errors due to water, shadow and cloud cover, and eliminate features less than 0.4ha in size. Preliminary results show that burn scars can be clearly distinguished and their areas calculated, including fire events omitted from the 2015-2020 inventory. However, false alarms arise from natural land cover change, especially agricultural activity, and attempts to exclude these are being explored using the national mapping agency’s object-oriented digital mapping data model, PRIME2. Further analysis of the Sentinel-2 imagery to map the habitats burned is in progress, with a particular focus on identifying the location of gorse (Ulex europaeus), which is highly flammable in dry summer conditions due to the presence of deadwood. Atmospheric chemistry colleagues are undertaking a field campaign during 2021 to monitor the air quality during a burn event, along with laboratory measurements in a burn chamber, from which emissions factors for gorse can be calculated. Subsequently, it is hoped that detailed estimates of emissions from upland wildfires can be derived leading to improved national GHG inventories, and an assessment of these events made in terms of atmospheric impacts on population centres and environmental impacts on habitats and biodiversity.
How to cite: Cawkwell, F., Chalencon, E., Postma, T., Dwyer, N., Martin, B., and Serbin, G.: Copernicus data for wildfire mapping and monitoring in Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8083, https://doi.org/10.5194/egusphere-egu21-8083, 2021.
EGU21-10008 | vPICO presentations | NH7.1
Unveiling the diversity of regional burning patterns at the Brazilian savannaPatrícia S. Silva, Joana Nogueira, Julia A. Rodrigues, Filippe L.M. Santos, Gabriel A. Daldegan, Allan A. Pereira, Carlos C. DaCamara, José M.C. Pereira, Leonardo F. Peres, Isabel B. Schmidt, and Renata Libonati
Fire is an integral and predictable component of ecological functioning and dynamics in fire-prone biomes. However, the relationships and potential feedback between fire and its drivers are complex, as they depend on the temporal and spatial scales adopted when analyzing the fire regime. A remote sensing approach allows the characterization of fire regimes with larger spatial coverage and temporal homogeneity, especially where fire records are rare, as in the Brazilian savannas (Cerrado). The Cerrado is a mosaic of soil types and topographic settings, with varying regional climate patterns, resulting in a variety of fire resistant/sensitivity vegetation types, and recent disturbances, mostly due to increasing economic and agricultural development, along with changes in climate, are disrupting its natural fire patterns. Most studies characterizing fire activity in Cerrado are either performed at the biome-level or focus on very specific locations with results then extrapolated over the whole biome, which may mask important regional patterns. Here, we aim to characterize the regional fire patterns into the Cerrado’s 19 ecoregions, previously defined based on biophysical parameters which do not include fire.
We use burned area (BA), fire radiative power and individual fire scar data based on MODIS products (respectively, MCD64A1, MCD14ML and Global Fire Atlas) to evaluate inter and intra annual cycles, spatial anomalies and trends of BA, fire intensity and fire size (small fires: <1000ha, medium: 1000-5000ha and large fires: >5000ha) in each ecoregion from 2001 to 2019.
Our results show a marked north-south BA gradient, with higher annual BA contributions from the northern ecoregions. These ecoregions are mainly located in the latest agricultural frontier, MATOPIBA, where there are more vegetation remnants that are under high anthropogenic pressure due to recent economic development. Conversely, ecoregions showing low BA are highly fragmented and have been historically deforested for longer periods. Most fires are of low intensity and higher intensity fires occur towards the end of the dry season period (June to October). Moreover, there are considerable differences in extremely intense events, especially in the eastern ecoregions. We also found that temporal and spatial patterns are highly variable, depending on fire scars size. Infrequent medium and large scars account for most of BA compared to common very small and small scars. Overall, fire seasonality varies substantially depending on fire size class: larger scars occur over a 2-month period within the dry season, whereas the remaining classes are increasingly scattered along the year. BA is increasing and fire intensity decreasing over MATOPIBA’s ecoregions, while in southern ecoregions, is the opposite, with a decreasing over BA and an increase of fire intensity. Smaller scars are overall decreasing, whereas medium and larger scars show positive trends over central and northern ecoregions.
This study highlights the importance of understanding the diversity of fire dynamics in Cerrado to better inform and prepare refined-scale fire management strategies in light of current regional ecosystem disturbances and future climate change.
The study was funded by CNPQ (grant 441971/2018-0) and P. S. Silva is supported by FCT (grant SFRH/BD/146646/2019).
How to cite: Silva, P. S., Nogueira, J., Rodrigues, J. A., Santos, F. L. M., Daldegan, G. A., Pereira, A. A., DaCamara, C. C., Pereira, J. M. C., Peres, L. F., Schmidt, I. B., and Libonati, R.: Unveiling the diversity of regional burning patterns at the Brazilian savanna, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10008, https://doi.org/10.5194/egusphere-egu21-10008, 2021.
Fire is an integral and predictable component of ecological functioning and dynamics in fire-prone biomes. However, the relationships and potential feedback between fire and its drivers are complex, as they depend on the temporal and spatial scales adopted when analyzing the fire regime. A remote sensing approach allows the characterization of fire regimes with larger spatial coverage and temporal homogeneity, especially where fire records are rare, as in the Brazilian savannas (Cerrado). The Cerrado is a mosaic of soil types and topographic settings, with varying regional climate patterns, resulting in a variety of fire resistant/sensitivity vegetation types, and recent disturbances, mostly due to increasing economic and agricultural development, along with changes in climate, are disrupting its natural fire patterns. Most studies characterizing fire activity in Cerrado are either performed at the biome-level or focus on very specific locations with results then extrapolated over the whole biome, which may mask important regional patterns. Here, we aim to characterize the regional fire patterns into the Cerrado’s 19 ecoregions, previously defined based on biophysical parameters which do not include fire.
We use burned area (BA), fire radiative power and individual fire scar data based on MODIS products (respectively, MCD64A1, MCD14ML and Global Fire Atlas) to evaluate inter and intra annual cycles, spatial anomalies and trends of BA, fire intensity and fire size (small fires: <1000ha, medium: 1000-5000ha and large fires: >5000ha) in each ecoregion from 2001 to 2019.
Our results show a marked north-south BA gradient, with higher annual BA contributions from the northern ecoregions. These ecoregions are mainly located in the latest agricultural frontier, MATOPIBA, where there are more vegetation remnants that are under high anthropogenic pressure due to recent economic development. Conversely, ecoregions showing low BA are highly fragmented and have been historically deforested for longer periods. Most fires are of low intensity and higher intensity fires occur towards the end of the dry season period (June to October). Moreover, there are considerable differences in extremely intense events, especially in the eastern ecoregions. We also found that temporal and spatial patterns are highly variable, depending on fire scars size. Infrequent medium and large scars account for most of BA compared to common very small and small scars. Overall, fire seasonality varies substantially depending on fire size class: larger scars occur over a 2-month period within the dry season, whereas the remaining classes are increasingly scattered along the year. BA is increasing and fire intensity decreasing over MATOPIBA’s ecoregions, while in southern ecoregions, is the opposite, with a decreasing over BA and an increase of fire intensity. Smaller scars are overall decreasing, whereas medium and larger scars show positive trends over central and northern ecoregions.
This study highlights the importance of understanding the diversity of fire dynamics in Cerrado to better inform and prepare refined-scale fire management strategies in light of current regional ecosystem disturbances and future climate change.
The study was funded by CNPQ (grant 441971/2018-0) and P. S. Silva is supported by FCT (grant SFRH/BD/146646/2019).
How to cite: Silva, P. S., Nogueira, J., Rodrigues, J. A., Santos, F. L. M., Daldegan, G. A., Pereira, A. A., DaCamara, C. C., Pereira, J. M. C., Peres, L. F., Schmidt, I. B., and Libonati, R.: Unveiling the diversity of regional burning patterns at the Brazilian savanna, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10008, https://doi.org/10.5194/egusphere-egu21-10008, 2021.
EGU21-5653 | vPICO presentations | NH7.1
Susceptibility wildfire assessment in Bolivia (Santa Cruz): an approach based on Random Forest ensemble learning algorithmMarj Tonini, Marcela Bustillo Sanchez, Anna Mapelli, and Paolo Fiorucci
The central South American forest is one of the area most affected by wildfires in the world. Because of climate changes and land use management, these events are becoming more frequent and extended in the last years. For example, in 2019 Bolivia faced an extremely extensive wildfire event that had a serious ecological impact in the department of Santa Cruz. This region, called Chiquitania and characterized by a mosaic where wet tropical forests, dry tropical forests and savannas alternate, accounts for more than two-thirds of the total wildfires in the country. Despite Bolivia is between the top-ten countries with the highest expected risk in terms of annual burned forest area, the literature on wildfires here is quite limited, also because of the scarcity of available data and resources. To fill this gap, as part of the present study, we implemented an accurate dataset of burned areas, based on MODIS wildfire product, occurred in the entire Santa Cruz region in the period 2010-2019. Predisposing factors, such as topography, land use and ecoregions, were also collected in the form of digital spatial data. This information allowed assessing the susceptibility to wildfires on the entire region, with a special focus on the municipality of San Ignacio de Velasco. The analysis was performed using Random Forest (RF), an ensemble-learning algorithm based on decision trees, capable of learning from and make predictions on data by modeling the hidden relationships between a set of input and output variables. The goodness of fit was estimated by the area under the ROC (receiver operating characteristic) curve (AUC), selecting the validation dataset by using a 5-folds cross validation procedure. In addition, the last three years of observed burned areas were kept out during the medialization stage and used to test if the implemented model gives good predictions on new data. As result, we obtained a probabilistic output from RF indicating the probability for an area to burn in the future, which allowed elaborating the susceptibility maps. For San Ignacio de Velasco it resulted an AUC of 0.8, while for the entire Santa Cruz the AUC was of 0.73. Likewise, the predictive capabilities of the model gave quite good results, better at municipality that at regional level. The detailed investigation of the relative importance of each categorical class belonging to the variables ecoregions and land use reveals that “Flooded savanna” and “Shrub or herbaceous cover, flooded, fresh/saline/brakish water” are respectively the classes most related with wildfires. This important outcome confirms recent findings, that seasonally wet and dry climate, coupled with hydrologic controls on the vegetation, create in this ecoregion favorable conditions to the ignition and spreading of large wildfires during the driest period, when the biomass is abundant. The occurrence of large fires, initiated by slash-and-burn practice getting out of control, is predicted to increase in the near future and the development of new tools for fire risk assessment and reduction is thus needed.
How to cite: Tonini, M., Bustillo Sanchez, M., Mapelli, A., and Fiorucci, P.: Susceptibility wildfire assessment in Bolivia (Santa Cruz): an approach based on Random Forest ensemble learning algorithm , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5653, https://doi.org/10.5194/egusphere-egu21-5653, 2021.
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The central South American forest is one of the area most affected by wildfires in the world. Because of climate changes and land use management, these events are becoming more frequent and extended in the last years. For example, in 2019 Bolivia faced an extremely extensive wildfire event that had a serious ecological impact in the department of Santa Cruz. This region, called Chiquitania and characterized by a mosaic where wet tropical forests, dry tropical forests and savannas alternate, accounts for more than two-thirds of the total wildfires in the country. Despite Bolivia is between the top-ten countries with the highest expected risk in terms of annual burned forest area, the literature on wildfires here is quite limited, also because of the scarcity of available data and resources. To fill this gap, as part of the present study, we implemented an accurate dataset of burned areas, based on MODIS wildfire product, occurred in the entire Santa Cruz region in the period 2010-2019. Predisposing factors, such as topography, land use and ecoregions, were also collected in the form of digital spatial data. This information allowed assessing the susceptibility to wildfires on the entire region, with a special focus on the municipality of San Ignacio de Velasco. The analysis was performed using Random Forest (RF), an ensemble-learning algorithm based on decision trees, capable of learning from and make predictions on data by modeling the hidden relationships between a set of input and output variables. The goodness of fit was estimated by the area under the ROC (receiver operating characteristic) curve (AUC), selecting the validation dataset by using a 5-folds cross validation procedure. In addition, the last three years of observed burned areas were kept out during the medialization stage and used to test if the implemented model gives good predictions on new data. As result, we obtained a probabilistic output from RF indicating the probability for an area to burn in the future, which allowed elaborating the susceptibility maps. For San Ignacio de Velasco it resulted an AUC of 0.8, while for the entire Santa Cruz the AUC was of 0.73. Likewise, the predictive capabilities of the model gave quite good results, better at municipality that at regional level. The detailed investigation of the relative importance of each categorical class belonging to the variables ecoregions and land use reveals that “Flooded savanna” and “Shrub or herbaceous cover, flooded, fresh/saline/brakish water” are respectively the classes most related with wildfires. This important outcome confirms recent findings, that seasonally wet and dry climate, coupled with hydrologic controls on the vegetation, create in this ecoregion favorable conditions to the ignition and spreading of large wildfires during the driest period, when the biomass is abundant. The occurrence of large fires, initiated by slash-and-burn practice getting out of control, is predicted to increase in the near future and the development of new tools for fire risk assessment and reduction is thus needed.
How to cite: Tonini, M., Bustillo Sanchez, M., Mapelli, A., and Fiorucci, P.: Susceptibility wildfire assessment in Bolivia (Santa Cruz): an approach based on Random Forest ensemble learning algorithm , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5653, https://doi.org/10.5194/egusphere-egu21-5653, 2021.
EGU21-12800 | vPICO presentations | NH7.1
Predicting post-fire vegetation recovery patterns in three different forest typesSpatola Maria Floriana, Borghetti Marco, Rita Angelo, and Nolè Angelo
Wildfire disturbances severely modifies the ecosystem structure and natural regeneration processes. Predicting mid- to long-term post-fire vegetation recovery patterns, is pivotal to improve post-fire management and restoration of burned areas forest ecosystems management. Currently, many research efforts have been conducted, in order to monitor and predict wildfires, using Machine Learning and Remote sensing techniques. Instead, the method proposed in this study combines Satellite images and Data Mining algorithm to process data collected by time series and regional forest dataset to predict post-fire vegetation recovery patterns. For this reason, we analysed Normalized Burn Ratio (NBR) patterns from Landsat Time series (LTS), to assess post-fire vegetation recovery for several wildfires that occurred in three different forest Corine Land Cover classes (311, 312, 313) in the Basilicata region during the period 2005-2012. Random Forest model, was used to classify the observed recovery patterns and investigate the influence of burn severity, topographic variables, climate and spectral vegetation indices on post-fire recovery. Image acquisition and Random Forest classifier was undertaken in Google Earth Engine (GEE). Results of bootstrapping classification, across forest type, show high percentage for high recovered (HR) classes and moderate recovered (MR) classes and moderate-low percentage for low (LR) and unrecovered (UR) classes. Specifically, in the holm- and cork-oak and oak forests show medium to high recovery rates, while Mediterranean pine and conifer-oak forests show the slowest recovery rates. Different post-fire recovery patterns are related to fire severity, vegetation type and post-fire environmental conditions. Our methodology shows that post-fire recovery classification, using RF classifier provides a robust method for both local and broad scale monitoring for mid- to long-term recovery response.
Keywords: Wildfires, Post-fire recovery, Landsat Time Series (LTS), Google Earth Engine, Wildfires, Machine Learning, Random Forest.
How to cite: Maria Floriana, S., Marco, B., Angelo, R., and Angelo, N.: Predicting post-fire vegetation recovery patterns in three different forest types, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12800, https://doi.org/10.5194/egusphere-egu21-12800, 2021.
Wildfire disturbances severely modifies the ecosystem structure and natural regeneration processes. Predicting mid- to long-term post-fire vegetation recovery patterns, is pivotal to improve post-fire management and restoration of burned areas forest ecosystems management. Currently, many research efforts have been conducted, in order to monitor and predict wildfires, using Machine Learning and Remote sensing techniques. Instead, the method proposed in this study combines Satellite images and Data Mining algorithm to process data collected by time series and regional forest dataset to predict post-fire vegetation recovery patterns. For this reason, we analysed Normalized Burn Ratio (NBR) patterns from Landsat Time series (LTS), to assess post-fire vegetation recovery for several wildfires that occurred in three different forest Corine Land Cover classes (311, 312, 313) in the Basilicata region during the period 2005-2012. Random Forest model, was used to classify the observed recovery patterns and investigate the influence of burn severity, topographic variables, climate and spectral vegetation indices on post-fire recovery. Image acquisition and Random Forest classifier was undertaken in Google Earth Engine (GEE). Results of bootstrapping classification, across forest type, show high percentage for high recovered (HR) classes and moderate recovered (MR) classes and moderate-low percentage for low (LR) and unrecovered (UR) classes. Specifically, in the holm- and cork-oak and oak forests show medium to high recovery rates, while Mediterranean pine and conifer-oak forests show the slowest recovery rates. Different post-fire recovery patterns are related to fire severity, vegetation type and post-fire environmental conditions. Our methodology shows that post-fire recovery classification, using RF classifier provides a robust method for both local and broad scale monitoring for mid- to long-term recovery response.
Keywords: Wildfires, Post-fire recovery, Landsat Time Series (LTS), Google Earth Engine, Wildfires, Machine Learning, Random Forest.
How to cite: Maria Floriana, S., Marco, B., Angelo, R., and Angelo, N.: Predicting post-fire vegetation recovery patterns in three different forest types, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12800, https://doi.org/10.5194/egusphere-egu21-12800, 2021.
EGU21-8886 | vPICO presentations | NH7.1
Classifying and mapping fuels in central European forestsPia Labenski, Michael Ewald, and Fabian Ewald Fassnacht
In recent years, forest fires have become more frequent in central Europe. As the frequency and magnitude of future extreme weather events such as droughts are projected to increase, also the trend of increasing fire frequency in temperate forests is expected to continue. However, knowledge about fire behavior and spread dynamics in these forests is scarce. One of the key drivers of fire behavior is the availability of flammable vegetation, i.e. fuels. In the project ErWiN, we aim to describe the amount and distribution of fuels in different forest types in Southwestern Germany. Detailed field inventories of fuels in all vertical strata of the stands allow a first classification into different fuel types, which can be used in fire behavior simulations to obtain estimates of fire spread and intensity. In a further step, deep learning algorithms will be trained on recognizing these fuel types on GNSS located photos of forest stand situations to provide an efficient solution for mapping fuels in the field. By coupling field data with detailed remotely sensed information on forest structure obtained from airborne laserscanning, continuous fuel maps will be derived. Such fuel maps in turn allow landscape-scale analysis of fire behavior and can be useful in forest management decisions as well as in developing firefighting strategies. We thus hope to make a contribution to a better understanding of fuel-driven fire risk in central European forests and to facilitate the operational use of fire behavior models. In this contribution we present the concept developed in the ErWiN project and present first results obtained from the field survey of fuel types in Southwestern Germany.
How to cite: Labenski, P., Ewald, M., and Fassnacht, F. E.: Classifying and mapping fuels in central European forests, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8886, https://doi.org/10.5194/egusphere-egu21-8886, 2021.
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In recent years, forest fires have become more frequent in central Europe. As the frequency and magnitude of future extreme weather events such as droughts are projected to increase, also the trend of increasing fire frequency in temperate forests is expected to continue. However, knowledge about fire behavior and spread dynamics in these forests is scarce. One of the key drivers of fire behavior is the availability of flammable vegetation, i.e. fuels. In the project ErWiN, we aim to describe the amount and distribution of fuels in different forest types in Southwestern Germany. Detailed field inventories of fuels in all vertical strata of the stands allow a first classification into different fuel types, which can be used in fire behavior simulations to obtain estimates of fire spread and intensity. In a further step, deep learning algorithms will be trained on recognizing these fuel types on GNSS located photos of forest stand situations to provide an efficient solution for mapping fuels in the field. By coupling field data with detailed remotely sensed information on forest structure obtained from airborne laserscanning, continuous fuel maps will be derived. Such fuel maps in turn allow landscape-scale analysis of fire behavior and can be useful in forest management decisions as well as in developing firefighting strategies. We thus hope to make a contribution to a better understanding of fuel-driven fire risk in central European forests and to facilitate the operational use of fire behavior models. In this contribution we present the concept developed in the ErWiN project and present first results obtained from the field survey of fuel types in Southwestern Germany.
How to cite: Labenski, P., Ewald, M., and Fassnacht, F. E.: Classifying and mapping fuels in central European forests, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8886, https://doi.org/10.5194/egusphere-egu21-8886, 2021.
EGU21-10893 | vPICO presentations | NH7.1
Human and biophysical influence on fire ignition likelihood in protected areas as a function of fire size in west-central SpainGonzalo Arellano-del-Verbo, Itziar R. Urbieta, and José M. Moreno
Forest fires affect Mediterranean ecosystem, often affecting protected areas. Because these normally harbour vegetation in a better conservation state and more continuous in space, it is important to determine how they burn compared to other areas. In this study we modelled fire ignition likelihood in west-central Spain as a function of biophysical and anthropogenic variables, with a special focus on natural areas that have been recently protected by the EU Natura 2000 Network. During the 2001-2015 period more than 9000 ignitions (≥1ha) were recorded in the Spanish National Forest Fire Statistics (EGIF). We characterized each ignition point with a series of biophysical (topography, radiation and land use-land cover [LULC] types) and anthropogenic (distance to highways and roads, population density, farm density, protected areas, and forest interfaces [WUI, WAI, WGI]) variables. We built and compared statistical models of fire likelihood using the MaxEnt software for three different fire sizes: ≥ 1ha (n=9089), ≥ 10ha (n=1927) and ≥ 100ha (n=292) using a 50% random test percentage in each model. Models for the likelihood of having small and medium fires (≥ 1ha and ≥ 10ha) showed the lowest performance (AUC = 0.65, AUC = 0.73). Biophysical variables barely showed importance in explaining fire activity (except for radiation). Conversely, anthropic variables like distance to roads and settlements, population density, and farm density were important predictors. Models for fires ≥ 100ha showed the best performance (AUC = 0.84). Large fire likelihood was mainly explained by biophysical variables like radiation, elevation and some LULC types (e.g., grasslands, agrarian, shrublands, and oak forests), compared to those of anthropic origin. Protected areas showed the greatest contribution to explain the ignitions of large fires. Our models highlight the different relations of biophysical and anthropogenic variables with the likelihood of fire ignitions according to their final size.
How to cite: Arellano-del-Verbo, G., R. Urbieta, I., and Moreno, J. M.: Human and biophysical influence on fire ignition likelihood in protected areas as a function of fire size in west-central Spain, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10893, https://doi.org/10.5194/egusphere-egu21-10893, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Forest fires affect Mediterranean ecosystem, often affecting protected areas. Because these normally harbour vegetation in a better conservation state and more continuous in space, it is important to determine how they burn compared to other areas. In this study we modelled fire ignition likelihood in west-central Spain as a function of biophysical and anthropogenic variables, with a special focus on natural areas that have been recently protected by the EU Natura 2000 Network. During the 2001-2015 period more than 9000 ignitions (≥1ha) were recorded in the Spanish National Forest Fire Statistics (EGIF). We characterized each ignition point with a series of biophysical (topography, radiation and land use-land cover [LULC] types) and anthropogenic (distance to highways and roads, population density, farm density, protected areas, and forest interfaces [WUI, WAI, WGI]) variables. We built and compared statistical models of fire likelihood using the MaxEnt software for three different fire sizes: ≥ 1ha (n=9089), ≥ 10ha (n=1927) and ≥ 100ha (n=292) using a 50% random test percentage in each model. Models for the likelihood of having small and medium fires (≥ 1ha and ≥ 10ha) showed the lowest performance (AUC = 0.65, AUC = 0.73). Biophysical variables barely showed importance in explaining fire activity (except for radiation). Conversely, anthropic variables like distance to roads and settlements, population density, and farm density were important predictors. Models for fires ≥ 100ha showed the best performance (AUC = 0.84). Large fire likelihood was mainly explained by biophysical variables like radiation, elevation and some LULC types (e.g., grasslands, agrarian, shrublands, and oak forests), compared to those of anthropic origin. Protected areas showed the greatest contribution to explain the ignitions of large fires. Our models highlight the different relations of biophysical and anthropogenic variables with the likelihood of fire ignitions according to their final size.
How to cite: Arellano-del-Verbo, G., R. Urbieta, I., and Moreno, J. M.: Human and biophysical influence on fire ignition likelihood in protected areas as a function of fire size in west-central Spain, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10893, https://doi.org/10.5194/egusphere-egu21-10893, 2021.
EGU21-12208 | vPICO presentations | NH7.1
Assessing the capacity of Earth System Models to simulate spatiotemporal variability in fire weather indicatorsCarolina Gallo Granizo, Jonathan Eden, Bastien Dieppois, and Matthew Blackett
Weather and climate play an important role in shaping global fire regimes and geographical distributions of burnable areas. At the global scale, fire danger is likely to increase in the near future due to warmer temperatures and changes in precipitation patterns, as projected by the Fifth Assessment Report (AR5) of the Intergovernmental Panel on Climate Change (IPCC). There is a need to develop the most reliable projections of future climate-driven fire danger to enable decision makers and forest managers to take both targeted proactive actions and to respond to future fire events.
Climate change projections generated by Earth System Models (ESMs) provide the most important basis for understanding past, present and future changes in the climate system and its impacts. ESMs are, however, subject to systematic errors and biases, which are not fully taken into account when developing risk scenarios for wild fire activity. Projections of climate-driven fire danger have often been limited to the use of single models or the mean of multi-model ensembles, and compared to a single set of observational data (e.g. one index derived from one reanalysis).
Here, a comprehensive global evaluation of the representation of a series of fire weather indicators in the latest generation of ESMs is presented. Seven fire weather indices from the Canadian Forest Fire Weather Index System were generated using daily fields realisations simulated by 25 ESMs from the 6th Coupled Model Intercomparison Project (CMIP6). With reference to observational and reanalysis datasets, we quantify the capacity of each model to realistically simulate the variability, magnitude and spatial extent of fire danger. The highest-performing models are identified and, subsequently, the limitations of combining models based on independency and equal performance when generating fire danger projections are discussed. To conclude, recommendations are given for the development of user- and policy-driven model evaluation at spatial scales relevant for decision-making and forest management.
How to cite: Gallo Granizo, C., Eden, J., Dieppois, B., and Blackett, M.: Assessing the capacity of Earth System Models to simulate spatiotemporal variability in fire weather indicators, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12208, https://doi.org/10.5194/egusphere-egu21-12208, 2021.
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Weather and climate play an important role in shaping global fire regimes and geographical distributions of burnable areas. At the global scale, fire danger is likely to increase in the near future due to warmer temperatures and changes in precipitation patterns, as projected by the Fifth Assessment Report (AR5) of the Intergovernmental Panel on Climate Change (IPCC). There is a need to develop the most reliable projections of future climate-driven fire danger to enable decision makers and forest managers to take both targeted proactive actions and to respond to future fire events.
Climate change projections generated by Earth System Models (ESMs) provide the most important basis for understanding past, present and future changes in the climate system and its impacts. ESMs are, however, subject to systematic errors and biases, which are not fully taken into account when developing risk scenarios for wild fire activity. Projections of climate-driven fire danger have often been limited to the use of single models or the mean of multi-model ensembles, and compared to a single set of observational data (e.g. one index derived from one reanalysis).
Here, a comprehensive global evaluation of the representation of a series of fire weather indicators in the latest generation of ESMs is presented. Seven fire weather indices from the Canadian Forest Fire Weather Index System were generated using daily fields realisations simulated by 25 ESMs from the 6th Coupled Model Intercomparison Project (CMIP6). With reference to observational and reanalysis datasets, we quantify the capacity of each model to realistically simulate the variability, magnitude and spatial extent of fire danger. The highest-performing models are identified and, subsequently, the limitations of combining models based on independency and equal performance when generating fire danger projections are discussed. To conclude, recommendations are given for the development of user- and policy-driven model evaluation at spatial scales relevant for decision-making and forest management.
How to cite: Gallo Granizo, C., Eden, J., Dieppois, B., and Blackett, M.: Assessing the capacity of Earth System Models to simulate spatiotemporal variability in fire weather indicators, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12208, https://doi.org/10.5194/egusphere-egu21-12208, 2021.
EGU21-14231 | vPICO presentations | NH7.1
Sensitivity of the CFFDRS Fire Weather Index parameters for Indian weather conditionsAnasuya Barik and Somnath Baidya Roy
The Canadian Forest Fire Danger Rating System (CFFDRS) is used to assess and predict the fire behavior in various forest ecosystems all over the world. The Fire Weather Index (FWI) module of the CFFDRS models the relationship between meteorology and forest fires. It was observed in our earlier study that the values of the FWI and its related parameters were considerably different from the other countries that use the model for their operational fire weather simulation. In this study we evaluate the model performance over Indian climate for a period of 10 years 1996-2005 under various weather scenarios. The daily meteorological data from ECMWF’s ERA5 reanalysis has been used as inputs to the fire model and the active fire data from MODIS Terra and Aqua satellites over the study period has been used to evaluate the capability of model to simulate fire danger. As India has many different climatic zones, we evaluated the behavior fire model parameters over 5 forest zones namely Himalayan, Deciduous, Western Ghats, Thorn forests and North Eastern forests based on the Roy et al. 2016 Land Use Land Cover data and Koppen climatic zones. The analysis was narrowed down over only the forest areas of the zones so as to remove any chances of including the non-forest fires detected by the satellite. Results show that the FWI shows a strong correlation with forest fires if the model is correctly spun up and appropriately calibrated. A spin up time of minimum 60 days was found to be appropriate for stabilization of FWI components like Duff Moisture Code (DMC) and Drought Code (DC). Sensitivity studies showed that temperature and relative humidity are the key controlling factors of forest fires over India and that the parameters depict high interannual seasonality due to relatively lower values during the Indian monsoon season.
This study is one of the first attempts to use fire models to simulate fire behavior over India. It can serve as a launchpad for further work on fire hazard prediction and effects of climate change on fire hazard in India.
How to cite: Barik, A. and Baidya Roy, S.: Sensitivity of the CFFDRS Fire Weather Index parameters for Indian weather conditions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14231, https://doi.org/10.5194/egusphere-egu21-14231, 2021.
The Canadian Forest Fire Danger Rating System (CFFDRS) is used to assess and predict the fire behavior in various forest ecosystems all over the world. The Fire Weather Index (FWI) module of the CFFDRS models the relationship between meteorology and forest fires. It was observed in our earlier study that the values of the FWI and its related parameters were considerably different from the other countries that use the model for their operational fire weather simulation. In this study we evaluate the model performance over Indian climate for a period of 10 years 1996-2005 under various weather scenarios. The daily meteorological data from ECMWF’s ERA5 reanalysis has been used as inputs to the fire model and the active fire data from MODIS Terra and Aqua satellites over the study period has been used to evaluate the capability of model to simulate fire danger. As India has many different climatic zones, we evaluated the behavior fire model parameters over 5 forest zones namely Himalayan, Deciduous, Western Ghats, Thorn forests and North Eastern forests based on the Roy et al. 2016 Land Use Land Cover data and Koppen climatic zones. The analysis was narrowed down over only the forest areas of the zones so as to remove any chances of including the non-forest fires detected by the satellite. Results show that the FWI shows a strong correlation with forest fires if the model is correctly spun up and appropriately calibrated. A spin up time of minimum 60 days was found to be appropriate for stabilization of FWI components like Duff Moisture Code (DMC) and Drought Code (DC). Sensitivity studies showed that temperature and relative humidity are the key controlling factors of forest fires over India and that the parameters depict high interannual seasonality due to relatively lower values during the Indian monsoon season.
This study is one of the first attempts to use fire models to simulate fire behavior over India. It can serve as a launchpad for further work on fire hazard prediction and effects of climate change on fire hazard in India.
How to cite: Barik, A. and Baidya Roy, S.: Sensitivity of the CFFDRS Fire Weather Index parameters for Indian weather conditions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14231, https://doi.org/10.5194/egusphere-egu21-14231, 2021.
EGU21-14916 | vPICO presentations | NH7.1
Fire weather thresholds and burnt area in PortugalTomás Calheiros, Akli Benali, João Neves Silva, Mário Pereira, and João Pedro Nunes
Fire strongly depends on the weather, especially in Mediterranean climate regions with rainy winters but dry and hot summers, as in Portugal. Fire weather indices are commonly used to assess the current and/or cumulative effect of weather conditions on fuel moisture and fire behaviour. The Daily Severity Rating (DSR) is a numeric rating of the difficulty of controlling fires, based on the Canadian Fire Weather Index (FWI), developed to accurately assess the expected efforts required for fire suppression. Recently, the 90th percentile of DSR (90pDSR) was identified as a good indicator of extreme fire weather and well related to the burnt area in some regions of the Iberian Peninsula. The purposes of this work were: 1) to verify if this threshold is adequate for all continental Portugal; 2) to identify and characterize local variations of this threshold, at a higher spatial resolution; and, 3) to analyse other variables that can explain this spatial heterogeneity.
We used fire data from the Portuguese Institute for the Conservation of Nature and Forests and weather data from ERA5, for the 2001 – 2019 study period. We also used the Land Use and Occupation Charter for 2018 (COS2018), provided by the Directorate-General for Territory, to assess land use and cover in Portugal. The meteorological variables to compute the DSR are air temperature, relative humidity, wind speed and daily accumulated precipitation, at 12 UTC. DSR percentiles (DSRp) were computed for summer period (between 15th May and 31st October) and combined with large (>100 ha) burnt areas (BA), with the purpose to identify which DSRp value is responsible of a large amount of BA (80 or 90%). Cluster analysis was performed using the relation between DSRp and BA, in each municipality of Continental Portugal.
Results reveal that the 90pDSR is an adequate threshold for the entire territory. However, at the municipalities’ level, some important differences appear between DSRp thresholds that explain 90 and 80% of the total BA. Cluster analysis shows that these differences justified the existence of several statistically significant clusters. Generally, municipalities where large fires take place in high or very high DSRp are located in north and central coastal areas, Serra da Estrela, Serra de Montejunto and Algarve. In contrast, clusters where large fires where registered with low DSRp appear in northern and central hinterland. COS2018 data was assessed to analyse if and how the vegetation cover type influences the clusters’ distribution and affects the relationship between DSRp and total BA. Preliminary results expose a possible vegetation influence, especially between forests and shrublands.
How to cite: Calheiros, T., Benali, A., Silva, J. N., Pereira, M., and Nunes, J. P.: Fire weather thresholds and burnt area in Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14916, https://doi.org/10.5194/egusphere-egu21-14916, 2021.
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Fire strongly depends on the weather, especially in Mediterranean climate regions with rainy winters but dry and hot summers, as in Portugal. Fire weather indices are commonly used to assess the current and/or cumulative effect of weather conditions on fuel moisture and fire behaviour. The Daily Severity Rating (DSR) is a numeric rating of the difficulty of controlling fires, based on the Canadian Fire Weather Index (FWI), developed to accurately assess the expected efforts required for fire suppression. Recently, the 90th percentile of DSR (90pDSR) was identified as a good indicator of extreme fire weather and well related to the burnt area in some regions of the Iberian Peninsula. The purposes of this work were: 1) to verify if this threshold is adequate for all continental Portugal; 2) to identify and characterize local variations of this threshold, at a higher spatial resolution; and, 3) to analyse other variables that can explain this spatial heterogeneity.
We used fire data from the Portuguese Institute for the Conservation of Nature and Forests and weather data from ERA5, for the 2001 – 2019 study period. We also used the Land Use and Occupation Charter for 2018 (COS2018), provided by the Directorate-General for Territory, to assess land use and cover in Portugal. The meteorological variables to compute the DSR are air temperature, relative humidity, wind speed and daily accumulated precipitation, at 12 UTC. DSR percentiles (DSRp) were computed for summer period (between 15th May and 31st October) and combined with large (>100 ha) burnt areas (BA), with the purpose to identify which DSRp value is responsible of a large amount of BA (80 or 90%). Cluster analysis was performed using the relation between DSRp and BA, in each municipality of Continental Portugal.
Results reveal that the 90pDSR is an adequate threshold for the entire territory. However, at the municipalities’ level, some important differences appear between DSRp thresholds that explain 90 and 80% of the total BA. Cluster analysis shows that these differences justified the existence of several statistically significant clusters. Generally, municipalities where large fires take place in high or very high DSRp are located in north and central coastal areas, Serra da Estrela, Serra de Montejunto and Algarve. In contrast, clusters where large fires where registered with low DSRp appear in northern and central hinterland. COS2018 data was assessed to analyse if and how the vegetation cover type influences the clusters’ distribution and affects the relationship between DSRp and total BA. Preliminary results expose a possible vegetation influence, especially between forests and shrublands.
How to cite: Calheiros, T., Benali, A., Silva, J. N., Pereira, M., and Nunes, J. P.: Fire weather thresholds and burnt area in Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14916, https://doi.org/10.5194/egusphere-egu21-14916, 2021.
EGU21-15135 | vPICO presentations | NH7.1
Drought and wildfires in Portugal at the county scaleMário Pereira and Joana Parente
Weather and climate extreme events contribute to the increase of wildfire risk. A recent study carried out in Mainland Portugal for the period 1981 – 2017, using Standardized Precipitation Index (SPI) and Standardized Precipitation Evapotranspiration Index (SPEI) to assess drought conditions, revealed that drought affects 70% of the months and a very strong relationship between the occurrence of drought and the spatio-temporal distribution of extreme wildfires (> 5,000 ha). These results raised additional scientific questions that need to be answered, such as: Is the relationship between droughts and fires equally strong for wildfires of smaller size? The study was carried out at the country level, but what are the regions where the relationship is more and less strong? Therefore the objective of this study is to assess the influence of drought on fire incidence, considering all wildfires or classes of wildfire sizes and in each of the 278 counties of Continental Portugal characterized by different features (landscape, weather/climate, drought and fire incidence). This study benefits from the existence of long and reliable meteorological and wildfire datasets. The methodology comprises cluster analysis, contingency tables, accuracy metrics, statistical measures of association to test the independence and help find interactions between these two natural hazards. Main results include: (i) the characterization of spatio-temporal distribution of drought number, duration, severity, intensity, extension; (ii) wildfire space-time distribution within drought periods and affected area; and, (iii) the assessment of the relationship between droughts and wildfires at county scale. The authors believe that the findings of this study are very useful for the definition of adaptation and mitigation strategies for the impacts of droughts in wildfire occurrence and to assess the climatic wildfire hazard/risk.
Acknowledgements
This work was supported and conducted in the framework of the FEMME project (PCIF/MPG/0019/2017) funded by FCT - Portuguese Foundation for Science and Technology. The study was also supported by: i) National Funds by FCT - Portuguese Foundation for Science and Technology, under the project UIDB/04033/2020; and, ii) National Funds by FCT - Portuguese Foundation for Science and Technology, under the project UID/AMB/50017/2019. Data were provided by the European Forest Fire Information System – EFFIS (http://effis.jrc.ec.europa.eu) of the European Commission Joint Research Centre.
How to cite: Pereira, M. and Parente, J.: Drought and wildfires in Portugal at the county scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15135, https://doi.org/10.5194/egusphere-egu21-15135, 2021.
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Weather and climate extreme events contribute to the increase of wildfire risk. A recent study carried out in Mainland Portugal for the period 1981 – 2017, using Standardized Precipitation Index (SPI) and Standardized Precipitation Evapotranspiration Index (SPEI) to assess drought conditions, revealed that drought affects 70% of the months and a very strong relationship between the occurrence of drought and the spatio-temporal distribution of extreme wildfires (> 5,000 ha). These results raised additional scientific questions that need to be answered, such as: Is the relationship between droughts and fires equally strong for wildfires of smaller size? The study was carried out at the country level, but what are the regions where the relationship is more and less strong? Therefore the objective of this study is to assess the influence of drought on fire incidence, considering all wildfires or classes of wildfire sizes and in each of the 278 counties of Continental Portugal characterized by different features (landscape, weather/climate, drought and fire incidence). This study benefits from the existence of long and reliable meteorological and wildfire datasets. The methodology comprises cluster analysis, contingency tables, accuracy metrics, statistical measures of association to test the independence and help find interactions between these two natural hazards. Main results include: (i) the characterization of spatio-temporal distribution of drought number, duration, severity, intensity, extension; (ii) wildfire space-time distribution within drought periods and affected area; and, (iii) the assessment of the relationship between droughts and wildfires at county scale. The authors believe that the findings of this study are very useful for the definition of adaptation and mitigation strategies for the impacts of droughts in wildfire occurrence and to assess the climatic wildfire hazard/risk.
Acknowledgements
This work was supported and conducted in the framework of the FEMME project (PCIF/MPG/0019/2017) funded by FCT - Portuguese Foundation for Science and Technology. The study was also supported by: i) National Funds by FCT - Portuguese Foundation for Science and Technology, under the project UIDB/04033/2020; and, ii) National Funds by FCT - Portuguese Foundation for Science and Technology, under the project UID/AMB/50017/2019. Data were provided by the European Forest Fire Information System – EFFIS (http://effis.jrc.ec.europa.eu) of the European Commission Joint Research Centre.
How to cite: Pereira, M. and Parente, J.: Drought and wildfires in Portugal at the county scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15135, https://doi.org/10.5194/egusphere-egu21-15135, 2021.
EGU21-16030 | vPICO presentations | NH7.1
Effect of climate change on wildfires in FennoscandiaLeif Backman, Tuula Aalto, Juha Aalto, Tiina Markkanen, Laura Thölix, and Gitta Lasslop
The climate in the Boreal area is warming at a pace that is exceeding the global average. Both temperature and precipitation is projected to increase due to climate change. The gross primary production in the forested area is also projected to increase, as well as the soil respiration. The burned area is sensitive to the meteorological forcing and the risk of ignition depends on the amount and properties of the litter. Overall climate change has a potential to increase the fire risk in the Boreal forests.
The effects of projected climate change on forest fires in Fennoscandia, and in parts of Russia adjacent to Finland, were simulated with the JSBACH-SPITFIRE. JSBACH is the land model in the Earth system models of the Max-Planck Institute for Meteorology. SPITFIRE is a mechanistic fire model, driven by meteorology, vegetation cover, fuel load and fuel properties. The model simulates fire risk, number of fires and burned area fraction. SPITFIRE uses ignition rates and distinguishes between ignition events caused by lightning and humans. Ignition events result in fire only when enough fuel is present, and the fuel is sufficiently dry. The JSBACH-SPITFIRE model was driven by downscaled and bias corrected meteorological data from the EURO-CORDEX initiative, for the period from 1951 to 2100. The model domain was the land area within 55-71°N and 5-38°E. A subset of the EUR-44 domain was regridded to 0.5° resolution for our model domain. The global driving models used for producing the EURO-CORDEX data used here were CanESM2, CNRM-CM5, MIROC5. We selected driver models that represent mid-range regarding the projected change in temperature and precipitation for Finland under RCP4.5 and RCP8.5. We used daily bias corrected data of precipitation and temperature from 1951 to 2100 for both RCP4.5 and RCP8.5 climate change projections. In addition, daily data of relative humidity, wind speed, longwave and shortwave radiation were used for the historical (1951-2005) and scenario period (2006-2100).
Preliminary results indicate that the increase in temperature, which affects the drying rate of the fuel, is the major factor for driving the changes in forest fires in the simulations.
How to cite: Backman, L., Aalto, T., Aalto, J., Markkanen, T., Thölix, L., and Lasslop, G.: Effect of climate change on wildfires in Fennoscandia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16030, https://doi.org/10.5194/egusphere-egu21-16030, 2021.
The climate in the Boreal area is warming at a pace that is exceeding the global average. Both temperature and precipitation is projected to increase due to climate change. The gross primary production in the forested area is also projected to increase, as well as the soil respiration. The burned area is sensitive to the meteorological forcing and the risk of ignition depends on the amount and properties of the litter. Overall climate change has a potential to increase the fire risk in the Boreal forests.
The effects of projected climate change on forest fires in Fennoscandia, and in parts of Russia adjacent to Finland, were simulated with the JSBACH-SPITFIRE. JSBACH is the land model in the Earth system models of the Max-Planck Institute for Meteorology. SPITFIRE is a mechanistic fire model, driven by meteorology, vegetation cover, fuel load and fuel properties. The model simulates fire risk, number of fires and burned area fraction. SPITFIRE uses ignition rates and distinguishes between ignition events caused by lightning and humans. Ignition events result in fire only when enough fuel is present, and the fuel is sufficiently dry. The JSBACH-SPITFIRE model was driven by downscaled and bias corrected meteorological data from the EURO-CORDEX initiative, for the period from 1951 to 2100. The model domain was the land area within 55-71°N and 5-38°E. A subset of the EUR-44 domain was regridded to 0.5° resolution for our model domain. The global driving models used for producing the EURO-CORDEX data used here were CanESM2, CNRM-CM5, MIROC5. We selected driver models that represent mid-range regarding the projected change in temperature and precipitation for Finland under RCP4.5 and RCP8.5. We used daily bias corrected data of precipitation and temperature from 1951 to 2100 for both RCP4.5 and RCP8.5 climate change projections. In addition, daily data of relative humidity, wind speed, longwave and shortwave radiation were used for the historical (1951-2005) and scenario period (2006-2100).
Preliminary results indicate that the increase in temperature, which affects the drying rate of the fuel, is the major factor for driving the changes in forest fires in the simulations.
How to cite: Backman, L., Aalto, T., Aalto, J., Markkanen, T., Thölix, L., and Lasslop, G.: Effect of climate change on wildfires in Fennoscandia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16030, https://doi.org/10.5194/egusphere-egu21-16030, 2021.
NH8.4 – Vegetation as nature-based solution for mitigating climate induced geo-hazards and associated consequences along slopes and streambanks
EGU21-8126 | vPICO presentations | NH8.4
Root bio-hydro-mechanical reinforcement of unsaturated vegetated soil: experiments and modellingAnthony Leung, Davide Boldrin, Ali Akbar Karimzadeh, Zhaoyi Wu, and Suriya Ganesan
Plant roots affect soil water regime through root-water uptake upon transpiration. This process induces soil matric suction, which affects soil hydraulic conductivity, soil shear strength and hence shallow soil stability. This is referred to as plant hydrological reinforcement in the soil bioengineering application. Recent experimental evidence put forward by the authors has demonstrated that plant hydrological reinforcement should not be exclusively limited to the effects of root-water uptake and plant transpiration. The presentation will provide some new evidence of other potential aspects of plant hydrological reinforcement, namely (1) root-induced changes in soil hydraulic properties, (2) root water-dependent bio-hydro-mechanical properties. In aspect (1), laboratory test results on how root growth dynamic alter the soil pore size distribution and hence affect both the soil water retention curve and hydraulic conductivity will be presented. To highlight the effects of these root-induced changes in soil properties on slope water regime and slope stability, numerical simulation employing a dual-permeability water transport model in unsaturated rooted soil will be discussed. In aspect (2), a new concept, hysteretic root water retention curve (relationship between root water content and root water potential), will be introduced with support of some preliminary data. How root water retention affects the root biomechanical properties including not only tensile strength and Young’s modulus that have received wide attention in the soil bioengineering literature but also breakage strain will be presented. New data will be provided in order to attempt to use root water content to explain the large variability of biomechanical properties observed in the literature.
How to cite: Leung, A., Boldrin, D., Karimzadeh, A. A., Wu, Z., and Ganesan, S.: Root bio-hydro-mechanical reinforcement of unsaturated vegetated soil: experiments and modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8126, https://doi.org/10.5194/egusphere-egu21-8126, 2021.
Plant roots affect soil water regime through root-water uptake upon transpiration. This process induces soil matric suction, which affects soil hydraulic conductivity, soil shear strength and hence shallow soil stability. This is referred to as plant hydrological reinforcement in the soil bioengineering application. Recent experimental evidence put forward by the authors has demonstrated that plant hydrological reinforcement should not be exclusively limited to the effects of root-water uptake and plant transpiration. The presentation will provide some new evidence of other potential aspects of plant hydrological reinforcement, namely (1) root-induced changes in soil hydraulic properties, (2) root water-dependent bio-hydro-mechanical properties. In aspect (1), laboratory test results on how root growth dynamic alter the soil pore size distribution and hence affect both the soil water retention curve and hydraulic conductivity will be presented. To highlight the effects of these root-induced changes in soil properties on slope water regime and slope stability, numerical simulation employing a dual-permeability water transport model in unsaturated rooted soil will be discussed. In aspect (2), a new concept, hysteretic root water retention curve (relationship between root water content and root water potential), will be introduced with support of some preliminary data. How root water retention affects the root biomechanical properties including not only tensile strength and Young’s modulus that have received wide attention in the soil bioengineering literature but also breakage strain will be presented. New data will be provided in order to attempt to use root water content to explain the large variability of biomechanical properties observed in the literature.
How to cite: Leung, A., Boldrin, D., Karimzadeh, A. A., Wu, Z., and Ganesan, S.: Root bio-hydro-mechanical reinforcement of unsaturated vegetated soil: experiments and modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8126, https://doi.org/10.5194/egusphere-egu21-8126, 2021.
EGU21-3499 | vPICO presentations | NH8.4
Physical modeling of the effect of roots of grass in the slope stabilityCatalina Lozada and Yurleidy Rocha
The developments in infrastructure require adequation and construction of new roads and therefore stable slopes adapted to the weather and its variations associated with the current climate change. In Colombia, many of the slopes are reinforced with vegetation of different species, which are selected depending on the climatic conditions related to the altitude (between 0 to 3000 msl in Colombia). The vegetation contributes to the slope stability in two manners: (i) mechanically, as the roots act as small anchors in tension increasing the shear strength to the soil, and (ii) plant transpiration, which contributes to the increase of suction in the soil and therefore increasing the shear strength. Despite that this practice is very common in the country, the design continues to have a very important empirical component.
The objective of this research is to study through physical models the mechanical contribution of the root of three different grass species (Vetiver, Brachiaria, and San Agustin) on the deformation field, the shape of the failure surface, and the increase of the factor of safety in a clayey slope. In order to do this, physical models in the geotechnical centrifuge of the Colombian School on Engineering Julio Garavito were performed. For the root of grass simulation, glass fiber was selected considering scaling laws for physical modeling in the geotechnical centrifuge for an acceleration field of 100 x g. To model each grass, the glass fiber was mixed with clay with a percentage in mass that depends on the tensile strength specific to each root. The contribution of the grass-reinforced soil in the undrained shear strength was obtained through triaxial tests in samples of clay and grass-reinforced clay. The theoretical increase of the factor of safety of each grass-reinforced slope was computed using the finite element software Slide by Rocscience. Finally, physical models of slopes in the geotechnical centrifuge with and without reinforcement equivalent to each grass were performed. Deformation fields in each model were analyzed through particle image velocimetry technique using the software GeoPIV_RG.
As a result, the numerical and the physical models show that the movement produced in the slope reinforced with vetiver grass is lower than the movement obtained with the Brachiaria grass and San Agustin grass, respectively. This is because the root morphology generates a specific size, number, and depth of roots that affects the global stresses of the slope and therefore consequent deformations. The results obtained in the physical models allow the designers to predict the behavior of the reinforced slope and to estimate the order of magnitude of the reinforcement that should be reached in the field for each species of grass. It is important to continue investigating the effects of vegetation on slope stability as a solution that can reduce the environmental impact compared to other solutions that also involve higher construction costs.
How to cite: Lozada, C. and Rocha, Y.: Physical modeling of the effect of roots of grass in the slope stability , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3499, https://doi.org/10.5194/egusphere-egu21-3499, 2021.
The developments in infrastructure require adequation and construction of new roads and therefore stable slopes adapted to the weather and its variations associated with the current climate change. In Colombia, many of the slopes are reinforced with vegetation of different species, which are selected depending on the climatic conditions related to the altitude (between 0 to 3000 msl in Colombia). The vegetation contributes to the slope stability in two manners: (i) mechanically, as the roots act as small anchors in tension increasing the shear strength to the soil, and (ii) plant transpiration, which contributes to the increase of suction in the soil and therefore increasing the shear strength. Despite that this practice is very common in the country, the design continues to have a very important empirical component.
The objective of this research is to study through physical models the mechanical contribution of the root of three different grass species (Vetiver, Brachiaria, and San Agustin) on the deformation field, the shape of the failure surface, and the increase of the factor of safety in a clayey slope. In order to do this, physical models in the geotechnical centrifuge of the Colombian School on Engineering Julio Garavito were performed. For the root of grass simulation, glass fiber was selected considering scaling laws for physical modeling in the geotechnical centrifuge for an acceleration field of 100 x g. To model each grass, the glass fiber was mixed with clay with a percentage in mass that depends on the tensile strength specific to each root. The contribution of the grass-reinforced soil in the undrained shear strength was obtained through triaxial tests in samples of clay and grass-reinforced clay. The theoretical increase of the factor of safety of each grass-reinforced slope was computed using the finite element software Slide by Rocscience. Finally, physical models of slopes in the geotechnical centrifuge with and without reinforcement equivalent to each grass were performed. Deformation fields in each model were analyzed through particle image velocimetry technique using the software GeoPIV_RG.
As a result, the numerical and the physical models show that the movement produced in the slope reinforced with vetiver grass is lower than the movement obtained with the Brachiaria grass and San Agustin grass, respectively. This is because the root morphology generates a specific size, number, and depth of roots that affects the global stresses of the slope and therefore consequent deformations. The results obtained in the physical models allow the designers to predict the behavior of the reinforced slope and to estimate the order of magnitude of the reinforcement that should be reached in the field for each species of grass. It is important to continue investigating the effects of vegetation on slope stability as a solution that can reduce the environmental impact compared to other solutions that also involve higher construction costs.
How to cite: Lozada, C. and Rocha, Y.: Physical modeling of the effect of roots of grass in the slope stability , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3499, https://doi.org/10.5194/egusphere-egu21-3499, 2021.
EGU21-8127 | vPICO presentations | NH8.4 | Highlight
Cyclic soil-root mechanical interactionAnthony Leung, Ali Akbar Karimzadeh, and Zhaoyi Wu
Plant roots have been considered to be effective to reinforce shallow soil slopes under rainfall conditions. Recent evidence from geotechnical centrifuge modelling shows that plant roots could improve earthquake-induced slope stability and reduce slope crest settlement. However, the underlying fundamental mechanisms of soil-root mechanical interaction against seismic loading are unclear. Although there has been a large volume of studies focusing on root reinforcement, cyclic soil-root mechanical interaction has rarely been investigated. Moreover, whether plant roots could reduce the liquefaction potential of rooted soil. This presentation will present some new test data and evidence about (1) cyclic root biomechanical behaviour and (2) cyclic responses of root-reinforced soil. In part (1), results of cyclic uniaxial tensile tests on roots of a wide diameter range will be presented, including any root hardening or softening and change in the size of hysteresis loops under displacement-controlled loading condition. Special attention will be paid on any observation of cyclic-induced root mechanical fatigue. In part (2), results of a comprehensive set of monotonic and cyclic triaxial tests on rooted soil will be presented. The cyclic behaviour observed will be interpreted through the monotonic behaviour observed along both the triaxial compression and extension paths. Any change in soil failure mechanism from limited flow failure to cyclic mobility due to plant roots, and how/when this change occurs at different root volume and cyclic stress ratio, will be discussed in detailed. A new attempt to interpret the liquefaction resistance through an energy-based approach will be made to evaluate the energy dissipation mechanism in rooted soils.
How to cite: Leung, A., Karimzadeh, A. A., and Wu, Z.: Cyclic soil-root mechanical interaction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8127, https://doi.org/10.5194/egusphere-egu21-8127, 2021.
Plant roots have been considered to be effective to reinforce shallow soil slopes under rainfall conditions. Recent evidence from geotechnical centrifuge modelling shows that plant roots could improve earthquake-induced slope stability and reduce slope crest settlement. However, the underlying fundamental mechanisms of soil-root mechanical interaction against seismic loading are unclear. Although there has been a large volume of studies focusing on root reinforcement, cyclic soil-root mechanical interaction has rarely been investigated. Moreover, whether plant roots could reduce the liquefaction potential of rooted soil. This presentation will present some new test data and evidence about (1) cyclic root biomechanical behaviour and (2) cyclic responses of root-reinforced soil. In part (1), results of cyclic uniaxial tensile tests on roots of a wide diameter range will be presented, including any root hardening or softening and change in the size of hysteresis loops under displacement-controlled loading condition. Special attention will be paid on any observation of cyclic-induced root mechanical fatigue. In part (2), results of a comprehensive set of monotonic and cyclic triaxial tests on rooted soil will be presented. The cyclic behaviour observed will be interpreted through the monotonic behaviour observed along both the triaxial compression and extension paths. Any change in soil failure mechanism from limited flow failure to cyclic mobility due to plant roots, and how/when this change occurs at different root volume and cyclic stress ratio, will be discussed in detailed. A new attempt to interpret the liquefaction resistance through an energy-based approach will be made to evaluate the energy dissipation mechanism in rooted soils.
How to cite: Leung, A., Karimzadeh, A. A., and Wu, Z.: Cyclic soil-root mechanical interaction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8127, https://doi.org/10.5194/egusphere-egu21-8127, 2021.
EGU21-16367 | vPICO presentations | NH8.4
Vegetation effects on the tensile strength of a partially saturated soilAlessandro Fraccica, Enrique Romero, and Thierry Fourcaud
Soil tensile strength plays an important role in the hydro-mechanical behaviour of earth structures and slopes interacting with the atmosphere. Shrinkage-induced cracking may be generated by drying/wetting cycles, with consequent faster water infiltration from the top of slopes and reduction of the safety factor. Vegetation roots were proven to increase soil shear strength, but less is known about their effects on soil tensile strength. For this purpose, new equipment has been designed and used to induce plant growth in compacted soil samples and to perform uniaxial tensile tests on the reinforced material. The equipment is composed of two cylindrical moulds linked by a soil bridge in which the tensile crack is induced due to geometrical restraints.
For this study, silty sand was chosen and compacted at a low dry density (ρd = 1.60 Mg/m3) and at a water content w = 15%. After compaction, samples were gently poured with water up to a high degree of saturation (Sr ≈ 0.95) and low suction (s ≈ 1 kPa). Then, six of them were seeded with Cynodon dactilon, adopting fixed seeding density and spacing. Plants were irrigated and let to grow for three months: during this period, suction was monitored by a tensiometer. Seven fallow specimens were prepared following the same procedure, for comparison purposes.
When ready, samples were dried in a temperature/relative humidity-controlled room and left in the darkness for three hours, to attain and equalise the desired value of initial suction. Finally, the tensile stress was induced on the soil by a displacement rate of 0.080 mm/min. For each test, suction was continuously monitored by a tensiometer while the water content was checked at the beginning and at the end. Moreover, the void ratio and the root volume and area ratio were assessed close to the crack generated, at the end of each test.
The hydraulic state affected the soil mechanical response upon uniaxial extension: an increase of strength and a more brittle behaviour were observed as suction was increasing. At the same suction, a higher strength was systematically observed in the vegetated soil. In fact, even at very low suction (i.e. s = 1 kPa), vegetation roots induced a considerable increase in soil tensile strength (i.e. 10 kPa). The soil hydraulic state also affected the root failure mechanism. In wet soil, the roots subjected to tension were stretched and pulled-out whereas in dry soil they experienced a more immediate breakage (i.e. in concomitance with the cracking of the surrounding soil). Some preliminary PIV (Particle Image Velocimetry) analyses showed differences among dry/wet and fallow/vegetated soils. Indeed, a more diffuse strain field was observed in vegetated samples, thanks to the redistribution of stresses induced by the roots.
Results were successfully interpreted by a well-established shear strength criterion for partially saturated soils, considering the degree of saturation, suction and soil microstructure. An increase of the soil shear strength was observed and correlated to the presence of roots and to their geometrical and mechanical features. Moreover, good consistency was detected with results coming from other equipment.
How to cite: Fraccica, A., Romero, E., and Fourcaud, T.: Vegetation effects on the tensile strength of a partially saturated soil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16367, https://doi.org/10.5194/egusphere-egu21-16367, 2021.
Soil tensile strength plays an important role in the hydro-mechanical behaviour of earth structures and slopes interacting with the atmosphere. Shrinkage-induced cracking may be generated by drying/wetting cycles, with consequent faster water infiltration from the top of slopes and reduction of the safety factor. Vegetation roots were proven to increase soil shear strength, but less is known about their effects on soil tensile strength. For this purpose, new equipment has been designed and used to induce plant growth in compacted soil samples and to perform uniaxial tensile tests on the reinforced material. The equipment is composed of two cylindrical moulds linked by a soil bridge in which the tensile crack is induced due to geometrical restraints.
For this study, silty sand was chosen and compacted at a low dry density (ρd = 1.60 Mg/m3) and at a water content w = 15%. After compaction, samples were gently poured with water up to a high degree of saturation (Sr ≈ 0.95) and low suction (s ≈ 1 kPa). Then, six of them were seeded with Cynodon dactilon, adopting fixed seeding density and spacing. Plants were irrigated and let to grow for three months: during this period, suction was monitored by a tensiometer. Seven fallow specimens were prepared following the same procedure, for comparison purposes.
When ready, samples were dried in a temperature/relative humidity-controlled room and left in the darkness for three hours, to attain and equalise the desired value of initial suction. Finally, the tensile stress was induced on the soil by a displacement rate of 0.080 mm/min. For each test, suction was continuously monitored by a tensiometer while the water content was checked at the beginning and at the end. Moreover, the void ratio and the root volume and area ratio were assessed close to the crack generated, at the end of each test.
The hydraulic state affected the soil mechanical response upon uniaxial extension: an increase of strength and a more brittle behaviour were observed as suction was increasing. At the same suction, a higher strength was systematically observed in the vegetated soil. In fact, even at very low suction (i.e. s = 1 kPa), vegetation roots induced a considerable increase in soil tensile strength (i.e. 10 kPa). The soil hydraulic state also affected the root failure mechanism. In wet soil, the roots subjected to tension were stretched and pulled-out whereas in dry soil they experienced a more immediate breakage (i.e. in concomitance with the cracking of the surrounding soil). Some preliminary PIV (Particle Image Velocimetry) analyses showed differences among dry/wet and fallow/vegetated soils. Indeed, a more diffuse strain field was observed in vegetated samples, thanks to the redistribution of stresses induced by the roots.
Results were successfully interpreted by a well-established shear strength criterion for partially saturated soils, considering the degree of saturation, suction and soil microstructure. An increase of the soil shear strength was observed and correlated to the presence of roots and to their geometrical and mechanical features. Moreover, good consistency was detected with results coming from other equipment.
How to cite: Fraccica, A., Romero, E., and Fourcaud, T.: Vegetation effects on the tensile strength of a partially saturated soil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16367, https://doi.org/10.5194/egusphere-egu21-16367, 2021.
EGU21-9626 | vPICO presentations | NH8.4 | Highlight
Plant-soil interactions can enhance earth barrier systems in urban spacesDavid Boldrin, Anthony Glyn Bengough, Jonathan Knappett, Kenneth Loades, and Anthony Kwan Leung
Climate change is expected to introduce increasing threats to human health and the urban built environment, due to extreme events such as heavy precipitation. In the urban environment, impermeable hard-engineered surfaces may exacerbate climate change effects and increase the risk of floods. Adaptation solutions are essential to limit the climate change impacts on the urban environment. Research is needed to design new environmentally friendly multi-layer earthen barrier systems that can mimic the natural hydrological processes (e.g., plant-soil interaction) removed by urbanization.
In this study, potential barrier materials were selected from both natural soils and recycled waste materials (e.g., recycled concrete aggregates). Contrasting herbaceous species (legumes, grasses and forbs) were selected and grown for five months in compacted soil columns and saturated hydraulic conductivity (Ksat) was tested for each soil column. Following Ksat tests, all soil columns were saturated and left for evapo-transpiration. Plant water uptake, matric suction and soil strength (penetration resistance) were measured.
Among the materials tested in this study, recycled concrete aggregate (RCA) was the most suitable material for the barrier drainage layer, having a Ksat equal to natural gravel, but with 14% lower dry density (2.3 Mg/m3) and seven-fold greater water holding capacity (0.08 g/g). However, a portion of the water stored in the RCA was strongly bound to micropores and not available for plants. Plant growth in soil columns increased Ksat. On average Ksat of four-month old vegetated soil (3.2e-5 ± 2.0e-6 m/s) was four times larger than that of control fallow soil (6.9e-6 ± 1.4e-6 m/s). However, tested species differed in their effect on Ksat, ranging from 9.9e-6 ± 1.3e-6 m/s of Festuca ovina (Grass) to 4.1e-5 ± 3.7e-6 of Lotus pedunculatus (Legume). In the fallow soil, daily evaporation led to an average water loss of 0.49 ± 0.04 g per 100 g of soil, evapo-transpiration led to a daily water loss up to 2.58 ± 0.10 g per 100 g of soil in Lotus corniculatus columns. Thus, soil drying and induced matric suction strengthened the vegetated soil and further increased its ability to store water. For instance, soil vegetated with L. corniculatus had seven times faster water absorption and twenty-five times greater strength compared with control fallow soil. Plants affected the hydraulic conductivity and water relation of the barrier system. Root systems can increase soil hydraulic conductivity through root-induced channels. This may enable faster drainage during floods, but we found large differences between species. Transpiration restored the water holding capacity of barrier systems after heavy rain events and induced strengthening of soil.
We suggest that vegetation should not be simply selected for aesthetically “greening” the barrier system, but specifically selected for its role in improving soil engineering function. There is a substantial scope to choose species to manipulate hydrological properties of the barrier system and improve its performance during extreme climate events.
How to cite: Boldrin, D., Bengough, A. G., Knappett, J., Loades, K., and Leung, A. K.: Plant-soil interactions can enhance earth barrier systems in urban spaces , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9626, https://doi.org/10.5194/egusphere-egu21-9626, 2021.
Climate change is expected to introduce increasing threats to human health and the urban built environment, due to extreme events such as heavy precipitation. In the urban environment, impermeable hard-engineered surfaces may exacerbate climate change effects and increase the risk of floods. Adaptation solutions are essential to limit the climate change impacts on the urban environment. Research is needed to design new environmentally friendly multi-layer earthen barrier systems that can mimic the natural hydrological processes (e.g., plant-soil interaction) removed by urbanization.
In this study, potential barrier materials were selected from both natural soils and recycled waste materials (e.g., recycled concrete aggregates). Contrasting herbaceous species (legumes, grasses and forbs) were selected and grown for five months in compacted soil columns and saturated hydraulic conductivity (Ksat) was tested for each soil column. Following Ksat tests, all soil columns were saturated and left for evapo-transpiration. Plant water uptake, matric suction and soil strength (penetration resistance) were measured.
Among the materials tested in this study, recycled concrete aggregate (RCA) was the most suitable material for the barrier drainage layer, having a Ksat equal to natural gravel, but with 14% lower dry density (2.3 Mg/m3) and seven-fold greater water holding capacity (0.08 g/g). However, a portion of the water stored in the RCA was strongly bound to micropores and not available for plants. Plant growth in soil columns increased Ksat. On average Ksat of four-month old vegetated soil (3.2e-5 ± 2.0e-6 m/s) was four times larger than that of control fallow soil (6.9e-6 ± 1.4e-6 m/s). However, tested species differed in their effect on Ksat, ranging from 9.9e-6 ± 1.3e-6 m/s of Festuca ovina (Grass) to 4.1e-5 ± 3.7e-6 of Lotus pedunculatus (Legume). In the fallow soil, daily evaporation led to an average water loss of 0.49 ± 0.04 g per 100 g of soil, evapo-transpiration led to a daily water loss up to 2.58 ± 0.10 g per 100 g of soil in Lotus corniculatus columns. Thus, soil drying and induced matric suction strengthened the vegetated soil and further increased its ability to store water. For instance, soil vegetated with L. corniculatus had seven times faster water absorption and twenty-five times greater strength compared with control fallow soil. Plants affected the hydraulic conductivity and water relation of the barrier system. Root systems can increase soil hydraulic conductivity through root-induced channels. This may enable faster drainage during floods, but we found large differences between species. Transpiration restored the water holding capacity of barrier systems after heavy rain events and induced strengthening of soil.
We suggest that vegetation should not be simply selected for aesthetically “greening” the barrier system, but specifically selected for its role in improving soil engineering function. There is a substantial scope to choose species to manipulate hydrological properties of the barrier system and improve its performance during extreme climate events.
How to cite: Boldrin, D., Bengough, A. G., Knappett, J., Loades, K., and Leung, A. K.: Plant-soil interactions can enhance earth barrier systems in urban spaces , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9626, https://doi.org/10.5194/egusphere-egu21-9626, 2021.
EGU21-10844 | vPICO presentations | NH8.4 | Highlight
PlaNet – An international research network on plant-based solutions to mitigate climate-induced geo-hazardsStine Olsen and Vittoria Capobianco
Biodiversity loss (including land degradation) and climate change are the biggest challenges of our time, and they have a strong two-way interaction. Climate induced geo-hazards, such as landslides and floods, are likely to to increase in the near future due to climate change causing more rainfall and more frequent extreme weather events. On the other hand, biodiversity is continuously threatened by climate-induced geo-hazards.
PlaNet is a multidisciplinary network that gathers experts in the field of nature-based solutions (NBS) that use vegetation for mitigating rainfall-induced geohazards, with a focus on shallow landslides and erosion. Vegetating slopes or stream banks are also key for ecological restoration and rewilding, as well as buffer-zones for agricultural lands.
PlaNet pools expertise from leading research organisations within geosciences and provides a collaborative environment for addressing these problems using sustainable, nature-based solutions.
The Norwegian Geotechnical Institute (NGI) coordinates PlaNet, and the network has 5 research organisations and 7 universities as initial core partners. PlaNet is multidisciplinary, encompassing a wide range of expertise areas, such as geotechnical engineering, hydrology, soil science, plant ecology, biodiversity, and agronomy.
The objectives of PlaNet are to share research on how vegetation-based solutions can be used to mitigate climate changes, influence policy nationally, internationally prepare the grounds for a European policy to be adopted by future research programmes and to foster multidisciplinary and international research-exchange and facilitate participation of industry and entrepreneurs.
PlaNet provides an appropriate knowledge exchange forum that is urgently needed for future implementation of vegetation and nature-based solutions for mitigating climate-related geohazards, while protecting biodiversity. This forum does not only benefit researchers but also provide the knowledge needed for policy makers, entrepreneurs and suppliers, and to the general public for education and information.
Activities in the network include knowledge dissemination, through filming and distributing virtual laboratory/site tours to real case study sites where NBS have been implemented, to generate interest and enhance the impact of PlaNet beyond the "research" boundaries. As well as to promote the international presence of Norwegian PlaNet partners. Activities also include publishing articles in national and international professional journals and magazines.
PlaNet contributes to encourage Norwegian researchers to participate more widely in, and exert greater influence on, global research on climate and the environment and it contributes to Norway gaining a leading position in Europe for development and use of nature-based solutions. It also contributes to strengthen the international relationship among Norwegian research institutes and universities developing expertise in different aspects of nature-based solutions. It promotes and supports research on vegetation-based solutions for mitigating climate-induced geohazards and contributes to the use of nature-based solutions and ecological restoration.
How to cite: Olsen, S. and Capobianco, V.: PlaNet – An international research network on plant-based solutions to mitigate climate-induced geo-hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10844, https://doi.org/10.5194/egusphere-egu21-10844, 2021.
Biodiversity loss (including land degradation) and climate change are the biggest challenges of our time, and they have a strong two-way interaction. Climate induced geo-hazards, such as landslides and floods, are likely to to increase in the near future due to climate change causing more rainfall and more frequent extreme weather events. On the other hand, biodiversity is continuously threatened by climate-induced geo-hazards.
PlaNet is a multidisciplinary network that gathers experts in the field of nature-based solutions (NBS) that use vegetation for mitigating rainfall-induced geohazards, with a focus on shallow landslides and erosion. Vegetating slopes or stream banks are also key for ecological restoration and rewilding, as well as buffer-zones for agricultural lands.
PlaNet pools expertise from leading research organisations within geosciences and provides a collaborative environment for addressing these problems using sustainable, nature-based solutions.
The Norwegian Geotechnical Institute (NGI) coordinates PlaNet, and the network has 5 research organisations and 7 universities as initial core partners. PlaNet is multidisciplinary, encompassing a wide range of expertise areas, such as geotechnical engineering, hydrology, soil science, plant ecology, biodiversity, and agronomy.
The objectives of PlaNet are to share research on how vegetation-based solutions can be used to mitigate climate changes, influence policy nationally, internationally prepare the grounds for a European policy to be adopted by future research programmes and to foster multidisciplinary and international research-exchange and facilitate participation of industry and entrepreneurs.
PlaNet provides an appropriate knowledge exchange forum that is urgently needed for future implementation of vegetation and nature-based solutions for mitigating climate-related geohazards, while protecting biodiversity. This forum does not only benefit researchers but also provide the knowledge needed for policy makers, entrepreneurs and suppliers, and to the general public for education and information.
Activities in the network include knowledge dissemination, through filming and distributing virtual laboratory/site tours to real case study sites where NBS have been implemented, to generate interest and enhance the impact of PlaNet beyond the "research" boundaries. As well as to promote the international presence of Norwegian PlaNet partners. Activities also include publishing articles in national and international professional journals and magazines.
PlaNet contributes to encourage Norwegian researchers to participate more widely in, and exert greater influence on, global research on climate and the environment and it contributes to Norway gaining a leading position in Europe for development and use of nature-based solutions. It also contributes to strengthen the international relationship among Norwegian research institutes and universities developing expertise in different aspects of nature-based solutions. It promotes and supports research on vegetation-based solutions for mitigating climate-induced geohazards and contributes to the use of nature-based solutions and ecological restoration.
How to cite: Olsen, S. and Capobianco, V.: PlaNet – An international research network on plant-based solutions to mitigate climate-induced geo-hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10844, https://doi.org/10.5194/egusphere-egu21-10844, 2021.
EGU21-14306 | vPICO presentations | NH8.4
Distributed modeling of runoff and soil erosion in vegetated slopes with man-made mountain tracksSabatino Cuomo and Mariagiovanna Moscariello
Mountain tracks and slope cuts are important sources of runoff and sediment transport in a watershed. Some slope instabilities are also observed nearby mountain roads and tracks. Most of the current literature points out as relevant the modifications of the slope topography, and the concentration of runoff at the bends of the trackways. However, quantitative analysis of runoff generation and sediment delivery are still uncommon. Moreover, the role of vegetation removal or modification along/nearby tracks is not addressed. A physically-based distributed modelling of water runoff, soil erosion and deposition on a natural slope is performed considering the impacts of a mountain track, either in terms slope topography modifications or for the infiltration-runoff patterns. The erosion scenarios for a 30° steep slope are computed with different rainstorms and initial soil suction considered. The numerical analyses provide a comprehensive set of erosion scenarios. Particularly, the numerical results outline the bend of the mountain roads as a major confluence path for water runoff, consistently with the in-situ evidences. The highest loss of soil is found besides and downslope the bends. Very unfavorable combinations of vegetation removal and change in slope topography may finally lead to extensive rill erosions and/or shallow slope failures.
How to cite: Cuomo, S. and Moscariello, M.: Distributed modeling of runoff and soil erosion in vegetated slopes with man-made mountain tracks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14306, https://doi.org/10.5194/egusphere-egu21-14306, 2021.
Mountain tracks and slope cuts are important sources of runoff and sediment transport in a watershed. Some slope instabilities are also observed nearby mountain roads and tracks. Most of the current literature points out as relevant the modifications of the slope topography, and the concentration of runoff at the bends of the trackways. However, quantitative analysis of runoff generation and sediment delivery are still uncommon. Moreover, the role of vegetation removal or modification along/nearby tracks is not addressed. A physically-based distributed modelling of water runoff, soil erosion and deposition on a natural slope is performed considering the impacts of a mountain track, either in terms slope topography modifications or for the infiltration-runoff patterns. The erosion scenarios for a 30° steep slope are computed with different rainstorms and initial soil suction considered. The numerical analyses provide a comprehensive set of erosion scenarios. Particularly, the numerical results outline the bend of the mountain roads as a major confluence path for water runoff, consistently with the in-situ evidences. The highest loss of soil is found besides and downslope the bends. Very unfavorable combinations of vegetation removal and change in slope topography may finally lead to extensive rill erosions and/or shallow slope failures.
How to cite: Cuomo, S. and Moscariello, M.: Distributed modeling of runoff and soil erosion in vegetated slopes with man-made mountain tracks, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14306, https://doi.org/10.5194/egusphere-egu21-14306, 2021.
EGU21-6233 | vPICO presentations | NH8.4 | Highlight
Monitoring soil retention properties in a riverbank susceptible to fluvial erosionCarmine Gerardo Gragnano, Guido Gottardi, and Elena Toth
One of the principal source of vulnerability for riverbanks is given by slopes instabilities, which is triggered on the riverside by fluvial erosion. In order to mitigate such erosion, the establishment of a dense herbaceous cover aims at promoting the slope protection and reducing the likelihood of embankment failure. In fact, the aerial parts of vegetation reduce the mechanical impact of river level fluctuations and rainfall on the embankment and retain sediment transported, while the belowground parts reinforce mechanically the materials forming the top of the embankment, facilitating drainage in the topmost layers and promoting plant water uptake, thus contributing to the regulation of the drying/wetting cycle.
Plating deep-rooting perennial, herbaceous species on earth embankments therefore represent a sustainable, green intervention for the protection of a riverbank susceptible to fluvial erosion, contributing to the preservation of the fluvial ecosystem environment and avoiding a wide use of grey solutions. The European research project OPERANDUM is testing also this typology of NBS, with an experimental site selected on the river Panaro, one of the main tributary of the main Po River, Italy. To investigate the effect of vegetation on the riverbank soil, a monitoring system has been installed at shallow depths. The system estimates soil water content, matric suction and pore water pressure, in order to quantify the effects of the growth of different vegetation species, which have been recently seeded on site, for analyzing the plant-soil-atmosphere interaction. The work will present the site preparation and the system implementation. The analysis of the first collected data and the outcomes of the preliminary investigations, including site and laboratory experiments, will then be discussed. Monitoring data collected along the entire vegetation growth cycle, that is expected to take around two years, will allow to quantify the influence of vegetation in the soil-atmosphere interaction processes and, on the long-term, verify its effective contribution in riverbank protection.
How to cite: Gragnano, C. G., Gottardi, G., and Toth, E.: Monitoring soil retention properties in a riverbank susceptible to fluvial erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6233, https://doi.org/10.5194/egusphere-egu21-6233, 2021.
One of the principal source of vulnerability for riverbanks is given by slopes instabilities, which is triggered on the riverside by fluvial erosion. In order to mitigate such erosion, the establishment of a dense herbaceous cover aims at promoting the slope protection and reducing the likelihood of embankment failure. In fact, the aerial parts of vegetation reduce the mechanical impact of river level fluctuations and rainfall on the embankment and retain sediment transported, while the belowground parts reinforce mechanically the materials forming the top of the embankment, facilitating drainage in the topmost layers and promoting plant water uptake, thus contributing to the regulation of the drying/wetting cycle.
Plating deep-rooting perennial, herbaceous species on earth embankments therefore represent a sustainable, green intervention for the protection of a riverbank susceptible to fluvial erosion, contributing to the preservation of the fluvial ecosystem environment and avoiding a wide use of grey solutions. The European research project OPERANDUM is testing also this typology of NBS, with an experimental site selected on the river Panaro, one of the main tributary of the main Po River, Italy. To investigate the effect of vegetation on the riverbank soil, a monitoring system has been installed at shallow depths. The system estimates soil water content, matric suction and pore water pressure, in order to quantify the effects of the growth of different vegetation species, which have been recently seeded on site, for analyzing the plant-soil-atmosphere interaction. The work will present the site preparation and the system implementation. The analysis of the first collected data and the outcomes of the preliminary investigations, including site and laboratory experiments, will then be discussed. Monitoring data collected along the entire vegetation growth cycle, that is expected to take around two years, will allow to quantify the influence of vegetation in the soil-atmosphere interaction processes and, on the long-term, verify its effective contribution in riverbank protection.
How to cite: Gragnano, C. G., Gottardi, G., and Toth, E.: Monitoring soil retention properties in a riverbank susceptible to fluvial erosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6233, https://doi.org/10.5194/egusphere-egu21-6233, 2021.
EGU21-8653 | vPICO presentations | NH8.4
The effects of combined vegetation on the stream bank stability– numerical analyses of benchmark cases for a catchment in south-eastern NorwayVittoria Capobianco, Kate Robinson, Bjørn Kalsnes, and Øyvind Høydal
Vegetation is used as a nature-based solution (NBS) to restore rivers and mitigate water triggered processes along stream banks, such as soil erosion or floods. Furthermore, roots are well-known to improve the overall stability of slopes through hydro-mechanical reinforcement within the rooted zone. Vegetation based solutions require selection of species which are most suitable for specific locations, aimed at restoring the natural state and function of river systems in support of biodiversity, flood management and landscape development. Selecting a combination of different species (trees, shrubs and grasses) along different zones of the riverbank (upper part, along the slope, at the toe of the slope) can improve the conditions for the river system regarding biodiversity and flood management. However, how the combination of different plant species can improve the stability of the stream bank needs to be further studied. Relevant factors are both related to the improved mechanical strength of the soil from the roots and the changed pore pressure conditions. This work presents a methodological approach for slope stability modelling including vegetation. We present the results obtained from a series of slope stability analyses carried out by using the proposed methodology, for different topographical conditions (slope inclination), and different plant combinations for species typically found along streams in south-eastern Norway.
In this study, two types of tree species were selected, respectively Norway Spruce (Picea Abies) and Downy birch (Betula pubescens). The Goat willow (Salix caprea) was selected as shrub while a common mixed-grass was chosen as grass. Vegetation features were obtained from the literature. The plant combinations considered were: i) only grass, ii) grass and shrubs, iii) only trees, and iv) trees, shrubs and grass. The commercial software GeoStudio (GEO-SLOPE International, Ltd.) was used. The module SEEP/W was used for the hydrological modelling and the calculation of pore-water pressure distribution while SLOPE/W was used for the slope stability modelling and calculation of the safety factor through the rotational failure model proposed by Bishop.
Although one of the main outcomes is that the purely mechanical contribution of vegetation to slope stability could not be decoupled from the hydrological reinforcement (as the most critical shear surface occurred outside the rooted zone), the combinations including trees (both only trees and trees, shrubs and grass) gave the highest mechanical improvement to the stability. To assess the hydro-mechanical reinforcement played by the combined vegetation, two seasons of the year were analysed (spring and autumn) and it was found that the main reinforcement occurs in the spring season, due to the favourable weather (more days of drying and lower rainfall intensity), and for combinations including low height vegetation ( i.e. grass and shrubs) because of their better aboveground vegetation features. In conclusion, a mixed combination of vegetation (trees, shrubs and grass) is the most suitable for reaching the highest hydro-mechanical reinforcement of streambanks, and in the meantime boosting the ecosystem biodiversity.
How to cite: Capobianco, V., Robinson, K., Kalsnes, B., and Høydal, Ø.: The effects of combined vegetation on the stream bank stability– numerical analyses of benchmark cases for a catchment in south-eastern Norway , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8653, https://doi.org/10.5194/egusphere-egu21-8653, 2021.
Vegetation is used as a nature-based solution (NBS) to restore rivers and mitigate water triggered processes along stream banks, such as soil erosion or floods. Furthermore, roots are well-known to improve the overall stability of slopes through hydro-mechanical reinforcement within the rooted zone. Vegetation based solutions require selection of species which are most suitable for specific locations, aimed at restoring the natural state and function of river systems in support of biodiversity, flood management and landscape development. Selecting a combination of different species (trees, shrubs and grasses) along different zones of the riverbank (upper part, along the slope, at the toe of the slope) can improve the conditions for the river system regarding biodiversity and flood management. However, how the combination of different plant species can improve the stability of the stream bank needs to be further studied. Relevant factors are both related to the improved mechanical strength of the soil from the roots and the changed pore pressure conditions. This work presents a methodological approach for slope stability modelling including vegetation. We present the results obtained from a series of slope stability analyses carried out by using the proposed methodology, for different topographical conditions (slope inclination), and different plant combinations for species typically found along streams in south-eastern Norway.
In this study, two types of tree species were selected, respectively Norway Spruce (Picea Abies) and Downy birch (Betula pubescens). The Goat willow (Salix caprea) was selected as shrub while a common mixed-grass was chosen as grass. Vegetation features were obtained from the literature. The plant combinations considered were: i) only grass, ii) grass and shrubs, iii) only trees, and iv) trees, shrubs and grass. The commercial software GeoStudio (GEO-SLOPE International, Ltd.) was used. The module SEEP/W was used for the hydrological modelling and the calculation of pore-water pressure distribution while SLOPE/W was used for the slope stability modelling and calculation of the safety factor through the rotational failure model proposed by Bishop.
Although one of the main outcomes is that the purely mechanical contribution of vegetation to slope stability could not be decoupled from the hydrological reinforcement (as the most critical shear surface occurred outside the rooted zone), the combinations including trees (both only trees and trees, shrubs and grass) gave the highest mechanical improvement to the stability. To assess the hydro-mechanical reinforcement played by the combined vegetation, two seasons of the year were analysed (spring and autumn) and it was found that the main reinforcement occurs in the spring season, due to the favourable weather (more days of drying and lower rainfall intensity), and for combinations including low height vegetation ( i.e. grass and shrubs) because of their better aboveground vegetation features. In conclusion, a mixed combination of vegetation (trees, shrubs and grass) is the most suitable for reaching the highest hydro-mechanical reinforcement of streambanks, and in the meantime boosting the ecosystem biodiversity.
How to cite: Capobianco, V., Robinson, K., Kalsnes, B., and Høydal, Ø.: The effects of combined vegetation on the stream bank stability– numerical analyses of benchmark cases for a catchment in south-eastern Norway , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8653, https://doi.org/10.5194/egusphere-egu21-8653, 2021.
EGU21-15582 | vPICO presentations | NH8.4
Preliminary field data of selected deep-rooted vegetation effects on the slope-vegetation-atmosphere interaction: results from an in-situ testVito Tagarelli, Federica Cotecchia, and Osvaldo Bottiglieri
The soil-vegetation-atmosphere interaction is becoming more and more the subject of intense scientific research, motivated by the wish of using smart vegetation implants as sustainable mitigation measure for erosive phenomena and slope instability processes.
The use of novel naturalistic interventions making use of vegetation has been already proven to be successful in the reduction of erosion along sloping grounds, or in increasing the stability of the shallow covers of slopes, whereas the success of vegetation as slope stabilization measure still needs to be scientifically proven for slopes location of deep landslides, whose current activity is climate-induced, as frequent in the south-eastern Apennines. Recently, though, peculiar natural perennial grass species, which develop deep root systems, have been found to grow in the semi-arid climate characterizing the south-eastern Apennines and to determine a strong transpirative flow. Therefore, their peculiar leaf architecture, their crop density, combined with their perennial status and transpiration capacity, make such grass species suitable for the reduction of the net infiltration rates, equal to the difference between the rainfall rate and the sum of the runoff plus the evapotranspiration rate. As such, the grass species here of reference have been selected as vegetation measure intended to determine a reduction of the piezometric levels in the slope down to large depths, in order to increase the stability of deep landslide bodies.
At this stage, only preliminary field data representing the interaction of clayey soils with the above cited vegetation species are available. These have been logged within a full scale in-situ test site, where the deep-rooted crop spices have been seeded and farmed. The test site (approximatively 2000 m2) has been set up in the toe area of the climate-induced Pisciolo landslide, in the eastern sector of the Southern Apennines.
The impact of the vegetation on the hydro-mechanical state of the soil is examined in terms of the spatial and temporal variation of the soil water content, suction an pore water pressure from ground level down to depth, both within the vegetated test site and outside it, where only spare wild vegetation occur, in order to assess the effects of the implant of the selected vegetation. The soil water contents, suctions and pore water pressures have been also analyzed taking into account of the climatic actions, monitored by means of a meteorological station.
How to cite: Tagarelli, V., Cotecchia, F., and Bottiglieri, O.: Preliminary field data of selected deep-rooted vegetation effects on the slope-vegetation-atmosphere interaction: results from an in-situ test , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15582, https://doi.org/10.5194/egusphere-egu21-15582, 2021.
The soil-vegetation-atmosphere interaction is becoming more and more the subject of intense scientific research, motivated by the wish of using smart vegetation implants as sustainable mitigation measure for erosive phenomena and slope instability processes.
The use of novel naturalistic interventions making use of vegetation has been already proven to be successful in the reduction of erosion along sloping grounds, or in increasing the stability of the shallow covers of slopes, whereas the success of vegetation as slope stabilization measure still needs to be scientifically proven for slopes location of deep landslides, whose current activity is climate-induced, as frequent in the south-eastern Apennines. Recently, though, peculiar natural perennial grass species, which develop deep root systems, have been found to grow in the semi-arid climate characterizing the south-eastern Apennines and to determine a strong transpirative flow. Therefore, their peculiar leaf architecture, their crop density, combined with their perennial status and transpiration capacity, make such grass species suitable for the reduction of the net infiltration rates, equal to the difference between the rainfall rate and the sum of the runoff plus the evapotranspiration rate. As such, the grass species here of reference have been selected as vegetation measure intended to determine a reduction of the piezometric levels in the slope down to large depths, in order to increase the stability of deep landslide bodies.
At this stage, only preliminary field data representing the interaction of clayey soils with the above cited vegetation species are available. These have been logged within a full scale in-situ test site, where the deep-rooted crop spices have been seeded and farmed. The test site (approximatively 2000 m2) has been set up in the toe area of the climate-induced Pisciolo landslide, in the eastern sector of the Southern Apennines.
The impact of the vegetation on the hydro-mechanical state of the soil is examined in terms of the spatial and temporal variation of the soil water content, suction an pore water pressure from ground level down to depth, both within the vegetated test site and outside it, where only spare wild vegetation occur, in order to assess the effects of the implant of the selected vegetation. The soil water contents, suctions and pore water pressures have been also analyzed taking into account of the climatic actions, monitored by means of a meteorological station.
How to cite: Tagarelli, V., Cotecchia, F., and Bottiglieri, O.: Preliminary field data of selected deep-rooted vegetation effects on the slope-vegetation-atmosphere interaction: results from an in-situ test , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15582, https://doi.org/10.5194/egusphere-egu21-15582, 2021.
EGU21-7599 | vPICO presentations | NH8.4
Effect of vegetation and slope orientation on water infiltration in a monitored embankmentRaül Oorthuis, Jean Vaunat, Marcel Hürlimann, Antonio Lloret, José Moya, Càrol Puig-Polo, and Alessandro Fraccica
Slope-mass wasting like shallow slides and surficial erosion are mostly triggered by climatic actions, where rainfall plays the most important role. The number of extreme weather events such as droughts and intense rainfalls has increased in the past decades due to climate change. Consequently, slope-mass wasting has become in recent years one of the most important environmental problems with many socio-economic repercussions. Slope mass-wasting may be the most dangerous geo-hazard in many mountainous regions and represents as well an important threat in artificial or man-made slopes like infrastructure and transportation embankments.
The erosion and stability of slopes depend on the soil-vegetation-atmosphere (SVA) interactions and the thermo-hydro-mechanical soil conditions. Therefore, understanding the SVA interactions and the processes leading to slope-mass wasting is crucial to promote sustainable, low cost, and environmental-friendly mitigation strategies on potentially unstable slopes, such as the use of vegetation. Moreover, it is necessary for developing a correct land-use planning strategy. In this study, SVA interactions are assessed by a full-scale monitored embankment divided into four partitions with North and South-facing slopes and with bare and vegetated slope covers at each orientation. Monitoring is a fundamental task for understanding the physical mechanisms related to SVA interactions and for calibrating and validating models. The monitoring started in 2017 and includes 60 sensors recording 122 variables every 5 minutes. These devices provide accurate information on the thermo-hydraulic response of bare and vegetated slopes at both North and South orientations. In addition to hydraulic variables like suction and soil moisture, which are measured at several depths, thermal and atmospheric variables are monitored: soil heat flux, soil temperature at different depths, air temperature, rainfall, wind speed/direction, solar radiation, etc.
The results show that vegetation has a strong effect on both thermal and hydraulic slope response. On one hand, vegetation increases rainfall infiltration and induces a faster saturation of the soil, which may reduce slope stability (this effect should be counterbalanced with other phenomena not considered in this work, like raindrop impact protection and root soil reinforcement, among others). Such an increase in turn suggests that vegetation decreases runoff and hence reduces slope surficial erosion. On the other hand, vegetation increases in-depth suction by plant transpiration, which may increase soil strength and stability on slopes. Regarding thermal aspects, vegetation strongly reduces the incidence of solar net radiation. As a result, soil heat flux, daily temperature fluctuations and evaporation decrease. In addition, this research shows that North-vegetated slopes develop dryer soil conditions when compared to South-bare slopes. This shows that the vegetation transpiration induces higher soil drying rates than the solar radiation effects on a bare surface with full solar exposition (i.e. southward orientation). Therefore, these results recommend the implementation and maintenance of vegetated slopes as a sustainable solution for preventing soil erosion especially in sparse vegetated or bare areas and in present and forthcoming semi-arid regions.
How to cite: Oorthuis, R., Vaunat, J., Hürlimann, M., Lloret, A., Moya, J., Puig-Polo, C., and Fraccica, A.: Effect of vegetation and slope orientation on water infiltration in a monitored embankment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7599, https://doi.org/10.5194/egusphere-egu21-7599, 2021.
Slope-mass wasting like shallow slides and surficial erosion are mostly triggered by climatic actions, where rainfall plays the most important role. The number of extreme weather events such as droughts and intense rainfalls has increased in the past decades due to climate change. Consequently, slope-mass wasting has become in recent years one of the most important environmental problems with many socio-economic repercussions. Slope mass-wasting may be the most dangerous geo-hazard in many mountainous regions and represents as well an important threat in artificial or man-made slopes like infrastructure and transportation embankments.
The erosion and stability of slopes depend on the soil-vegetation-atmosphere (SVA) interactions and the thermo-hydro-mechanical soil conditions. Therefore, understanding the SVA interactions and the processes leading to slope-mass wasting is crucial to promote sustainable, low cost, and environmental-friendly mitigation strategies on potentially unstable slopes, such as the use of vegetation. Moreover, it is necessary for developing a correct land-use planning strategy. In this study, SVA interactions are assessed by a full-scale monitored embankment divided into four partitions with North and South-facing slopes and with bare and vegetated slope covers at each orientation. Monitoring is a fundamental task for understanding the physical mechanisms related to SVA interactions and for calibrating and validating models. The monitoring started in 2017 and includes 60 sensors recording 122 variables every 5 minutes. These devices provide accurate information on the thermo-hydraulic response of bare and vegetated slopes at both North and South orientations. In addition to hydraulic variables like suction and soil moisture, which are measured at several depths, thermal and atmospheric variables are monitored: soil heat flux, soil temperature at different depths, air temperature, rainfall, wind speed/direction, solar radiation, etc.
The results show that vegetation has a strong effect on both thermal and hydraulic slope response. On one hand, vegetation increases rainfall infiltration and induces a faster saturation of the soil, which may reduce slope stability (this effect should be counterbalanced with other phenomena not considered in this work, like raindrop impact protection and root soil reinforcement, among others). Such an increase in turn suggests that vegetation decreases runoff and hence reduces slope surficial erosion. On the other hand, vegetation increases in-depth suction by plant transpiration, which may increase soil strength and stability on slopes. Regarding thermal aspects, vegetation strongly reduces the incidence of solar net radiation. As a result, soil heat flux, daily temperature fluctuations and evaporation decrease. In addition, this research shows that North-vegetated slopes develop dryer soil conditions when compared to South-bare slopes. This shows that the vegetation transpiration induces higher soil drying rates than the solar radiation effects on a bare surface with full solar exposition (i.e. southward orientation). Therefore, these results recommend the implementation and maintenance of vegetated slopes as a sustainable solution for preventing soil erosion especially in sparse vegetated or bare areas and in present and forthcoming semi-arid regions.
How to cite: Oorthuis, R., Vaunat, J., Hürlimann, M., Lloret, A., Moya, J., Puig-Polo, C., and Fraccica, A.: Effect of vegetation and slope orientation on water infiltration in a monitored embankment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7599, https://doi.org/10.5194/egusphere-egu21-7599, 2021.
EGU21-16136 | vPICO presentations | NH8.4
The importance of accounting vegetation on unsaturated slopes prone to rainfall-induced instabilities – a case study in NorwayLuca Piciullo, Vittoria Capobianco, and Håkon Heyerdahl
In unsaturated steep slopes, the upper unsaturated zone may have a crucial role in the slope stability. In this work we studied a natural slope located adjacent to a railway track in Eastern Norway. Due to its steep inclination, the factor of safety should be always kept under observation. In addition, the climate in Norway is expected to become wetter and warmer, with increased snow melting. Thus the rainfall/snowmelt infiltration play an important role and needs to be monitored properly to avoid any failure. The slope is instrumented since 2016 and both volumetric water content (VWC) and the pore water pressure regime are monitored.
The modulus SEEP/W of the commercial software GeoStudio (GEO-SLOPE International, Ltd.) was used to model the transient seepage conditions of the slope for a 7-month monitoring period (from June 2019 to December 2019). Several analyses were carried out by changing the initial conditions and the boundary climate conditions of the slope. Regarding the initial conditions, two series of simulations were carried out, one with an initial calibration of the VWC distribution, another one without calibration, hence, by only locating the ground water table at a specific depth and by indicating the maximum negative head (as required by the model). The calibration, instead, consisted in starting the simulation considering a VWC distribution as closer as possible to the in-situ value.
For each series, a total of three simulations were carried out with different boundary climate conditions, respectively considering only rainfall/snowmelt (R), considering both rainfall/snowmelt and evaporation (Cl), and considering rainfall/snowmelt and evapotranspiration due to vegetation (V). Indeed, the slope is all covered by relatively dense vegetation, with shrubs and birch trees. For the simulations including evaporation and vegetation (Cl and V), the land-climate interaction boundary condition was adopted. Climate functions, such as the pairs temperature-time, relative humidity-time, wind speed-time, were obtained from a close meteorological station. The evaporation was determined by using the Penman-Monteith equation, including vegetation features in the case of vegetated slope. Preliminary results show that the initial calibration is important for the correct back-analyses of the measured data, and that the model is more accurate when accounting for climate boundary conditions and vegetation, which influence also the slope stability conditions.
How to cite: Piciullo, L., Capobianco, V., and Heyerdahl, H.: The importance of accounting vegetation on unsaturated slopes prone to rainfall-induced instabilities – a case study in Norway, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16136, https://doi.org/10.5194/egusphere-egu21-16136, 2021.
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In unsaturated steep slopes, the upper unsaturated zone may have a crucial role in the slope stability. In this work we studied a natural slope located adjacent to a railway track in Eastern Norway. Due to its steep inclination, the factor of safety should be always kept under observation. In addition, the climate in Norway is expected to become wetter and warmer, with increased snow melting. Thus the rainfall/snowmelt infiltration play an important role and needs to be monitored properly to avoid any failure. The slope is instrumented since 2016 and both volumetric water content (VWC) and the pore water pressure regime are monitored.
The modulus SEEP/W of the commercial software GeoStudio (GEO-SLOPE International, Ltd.) was used to model the transient seepage conditions of the slope for a 7-month monitoring period (from June 2019 to December 2019). Several analyses were carried out by changing the initial conditions and the boundary climate conditions of the slope. Regarding the initial conditions, two series of simulations were carried out, one with an initial calibration of the VWC distribution, another one without calibration, hence, by only locating the ground water table at a specific depth and by indicating the maximum negative head (as required by the model). The calibration, instead, consisted in starting the simulation considering a VWC distribution as closer as possible to the in-situ value.
For each series, a total of three simulations were carried out with different boundary climate conditions, respectively considering only rainfall/snowmelt (R), considering both rainfall/snowmelt and evaporation (Cl), and considering rainfall/snowmelt and evapotranspiration due to vegetation (V). Indeed, the slope is all covered by relatively dense vegetation, with shrubs and birch trees. For the simulations including evaporation and vegetation (Cl and V), the land-climate interaction boundary condition was adopted. Climate functions, such as the pairs temperature-time, relative humidity-time, wind speed-time, were obtained from a close meteorological station. The evaporation was determined by using the Penman-Monteith equation, including vegetation features in the case of vegetated slope. Preliminary results show that the initial calibration is important for the correct back-analyses of the measured data, and that the model is more accurate when accounting for climate boundary conditions and vegetation, which influence also the slope stability conditions.
How to cite: Piciullo, L., Capobianco, V., and Heyerdahl, H.: The importance of accounting vegetation on unsaturated slopes prone to rainfall-induced instabilities – a case study in Norway, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16136, https://doi.org/10.5194/egusphere-egu21-16136, 2021.
EGU21-14786 | vPICO presentations | NH8.4 | Highlight
Slope instabilities in differently vegetated recent volcanic depositsSabatino Cuomo, Mariagiovanna Moscariello, Valerie Baumann, and Costanza Bonadonna
Vegetation has an important role on slope stability and erosion through hydrological and mechanical processes. Especially plants transpiration and roots uptake can preserve a large amount of matric suction during and after a rainfall event. Soils properties as the water infiltration rate, the moisture content, the organic matter content and the aggregate stability are affected by plants cover as well. The presence of vegetation and its effect on soil moisture also implies an increase of shear strength. Moreover, plants roots increase the tensile strength and the overall shear strength of the vegetated soils, because of their ability to sustain tension, and to occupy the space of soil pores. Trees and shrubs roots produce significant cohesion-like aliquots of strength into shallow soil deposits and increase subsurface drainage, impacting the pronenesse of shallow landslides. Thus, vegetation acts on most of the soil properties which control the slope instability.
Volcanic eruptions can drastically change hillslope hydrology by removing or burying the vegetation in large areas. Events of rainfall-induced slope instability and erosion in differently vegetated recent volcanic deposits are here investigated using a distributed physically-based numerical model. The model considers the effect of vegetation through an additional amount of cohesion due to plants roots, the leaf area index, the average height of plants, the storage capacity of plant cover. Several sets of parameters are considered, and the effect of differently aged vegetation covers on the stability recent volcanic deposits stability is analysed.
How to cite: Cuomo, S., Moscariello, M., Baumann, V., and Bonadonna, C.: Slope instabilities in differently vegetated recent volcanic deposits, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14786, https://doi.org/10.5194/egusphere-egu21-14786, 2021.
Vegetation has an important role on slope stability and erosion through hydrological and mechanical processes. Especially plants transpiration and roots uptake can preserve a large amount of matric suction during and after a rainfall event. Soils properties as the water infiltration rate, the moisture content, the organic matter content and the aggregate stability are affected by plants cover as well. The presence of vegetation and its effect on soil moisture also implies an increase of shear strength. Moreover, plants roots increase the tensile strength and the overall shear strength of the vegetated soils, because of their ability to sustain tension, and to occupy the space of soil pores. Trees and shrubs roots produce significant cohesion-like aliquots of strength into shallow soil deposits and increase subsurface drainage, impacting the pronenesse of shallow landslides. Thus, vegetation acts on most of the soil properties which control the slope instability.
Volcanic eruptions can drastically change hillslope hydrology by removing or burying the vegetation in large areas. Events of rainfall-induced slope instability and erosion in differently vegetated recent volcanic deposits are here investigated using a distributed physically-based numerical model. The model considers the effect of vegetation through an additional amount of cohesion due to plants roots, the leaf area index, the average height of plants, the storage capacity of plant cover. Several sets of parameters are considered, and the effect of differently aged vegetation covers on the stability recent volcanic deposits stability is analysed.
How to cite: Cuomo, S., Moscariello, M., Baumann, V., and Bonadonna, C.: Slope instabilities in differently vegetated recent volcanic deposits, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14786, https://doi.org/10.5194/egusphere-egu21-14786, 2021.
EGU21-14315 | vPICO presentations | NH8.4
Identifying object protection forest for natural hazards with the model Flow-pyChristopher D'Amboise, Matthias Plörer, Anne Hormes, Marc Adams, Karl Kleemayr, and Michaela Teich
We present object protection forest maps for rockfall, shallow landslides and snow avalanches, which were generated within the Interreg Alpine Space project GreenRisk4ALPs with the runout model Flow-py. Six Alpine regions with varying sizes from 45 km2 to 2250 km2, and topographies, from steep valleys of Val Ferret in Italy to the German Alpine foothills in Oberammergau, were modeled.
The term direct object protection forest is used for forests that protect objects in developed areas against gravitational natural hazards. That is, a direct object protection forest can only be assigned, if an object is endangered and a direct link between the precise locations of the hazard process area and the object can be established. The two main protective effects forests can have against gravitational natural hazards are 1) to reduce the release probability, or 2) to reduce the magnitude of an event, the effectiveness of both is dependent on forest structure. In addition, the degree to which the forest reduces the energy (magnitude) of the hazard also depends on the speed of the mass. If the magnitude/speed of a hazard process is too high, the forest will be destroyed. The location of a forest therefore determines its protective effect in two ways. First, high elevations and steep terrain (over 45°) will produce a weaker structure and be less effective against gravitational natural hazards compared to lower elevation gentle sloped terrain. Second, the energy of the hazard will be lower closer to the hazard’s release and runout areas than in the middle of the process path.
Based on these relationships, we generated two types of object protection forest maps:
(i) maps that highlight existing direct object protection forest
(ii) maps that show where direct object protection forests have or would have the highest potential to either reduce release probability or reduce the energy of the hazard
The Flow-py model was used to model the routing and stopping of the three hazards and to establish the link between endangered objects and the hazard process areas. Input data are digital elevation models (10 m resolution) and locations of release areas as well as a GIS layer containing locations and types of objects, which is required for a custom plugin. The Back-calculation plugin was used with the Flow-py model to identify areas on the terrain (release areas, transit paths and deposition areas) that are associated with endangered infrastructure. To obtain the first maps, the model outputs were overlaid with digital maps of existing forest areas to identify direct object protection forest. The second map was produced by using the same model outputs and digital terrain models to identify areas in the process paths where the modelled hazard energy was low and effective protection forest can grow.
The presented maps can help to support decisions and prioritize interventions in risk-based protection forest and ecosystem-based integral natural hazard risk management in the Alpine Space.
How to cite: D'Amboise, C., Plörer, M., Hormes, A., Adams, M., Kleemayr, K., and Teich, M.: Identifying object protection forest for natural hazards with the model Flow-py , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14315, https://doi.org/10.5194/egusphere-egu21-14315, 2021.
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We present object protection forest maps for rockfall, shallow landslides and snow avalanches, which were generated within the Interreg Alpine Space project GreenRisk4ALPs with the runout model Flow-py. Six Alpine regions with varying sizes from 45 km2 to 2250 km2, and topographies, from steep valleys of Val Ferret in Italy to the German Alpine foothills in Oberammergau, were modeled.
The term direct object protection forest is used for forests that protect objects in developed areas against gravitational natural hazards. That is, a direct object protection forest can only be assigned, if an object is endangered and a direct link between the precise locations of the hazard process area and the object can be established. The two main protective effects forests can have against gravitational natural hazards are 1) to reduce the release probability, or 2) to reduce the magnitude of an event, the effectiveness of both is dependent on forest structure. In addition, the degree to which the forest reduces the energy (magnitude) of the hazard also depends on the speed of the mass. If the magnitude/speed of a hazard process is too high, the forest will be destroyed. The location of a forest therefore determines its protective effect in two ways. First, high elevations and steep terrain (over 45°) will produce a weaker structure and be less effective against gravitational natural hazards compared to lower elevation gentle sloped terrain. Second, the energy of the hazard will be lower closer to the hazard’s release and runout areas than in the middle of the process path.
Based on these relationships, we generated two types of object protection forest maps:
(i) maps that highlight existing direct object protection forest
(ii) maps that show where direct object protection forests have or would have the highest potential to either reduce release probability or reduce the energy of the hazard
The Flow-py model was used to model the routing and stopping of the three hazards and to establish the link between endangered objects and the hazard process areas. Input data are digital elevation models (10 m resolution) and locations of release areas as well as a GIS layer containing locations and types of objects, which is required for a custom plugin. The Back-calculation plugin was used with the Flow-py model to identify areas on the terrain (release areas, transit paths and deposition areas) that are associated with endangered infrastructure. To obtain the first maps, the model outputs were overlaid with digital maps of existing forest areas to identify direct object protection forest. The second map was produced by using the same model outputs and digital terrain models to identify areas in the process paths where the modelled hazard energy was low and effective protection forest can grow.
The presented maps can help to support decisions and prioritize interventions in risk-based protection forest and ecosystem-based integral natural hazard risk management in the Alpine Space.
How to cite: D'Amboise, C., Plörer, M., Hormes, A., Adams, M., Kleemayr, K., and Teich, M.: Identifying object protection forest for natural hazards with the model Flow-py , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14315, https://doi.org/10.5194/egusphere-egu21-14315, 2021.
EGU21-14454 | vPICO presentations | NH8.4
Using SlideforMAP and SOSlope to identify susceptible areas to shallow landslides in the Foreste Casentinesi National Park (Tuscany, Italy)Ilenia Murgia, Filippo Giadrossich, Marco Niccolini, Federico Preti, Yamuna Giambastiani, Gian Franco Capra, and Denis Cohen
SlideforMAP and SOSlope are part of a suite of software available through ecorisQ (www.ecorisq.org), an international, non-profit association promoting solutions for risk reduction of natural hazards. SlideforMap is a probabilistic model that quantifies the stabilizing effect of vegetation at the regional scale and localizes potential areas where forest protection could be improved. SOSlope is a hydro-mechanical model that computes the factor of safety at the slope scale, using a strain-step discrete element method, which includes the effects of vegetation root structure and composition. The research aims at investigating the landslide susceptibility at two different spatial scales, using both models.
The study area is located on a vegetated slope near an interregional connecting road (Tuscany, Emilia-Romagna, central Italy), which crosses the Foreste Casentinesi National Park (Tuscany) an important natural area for both touristic and recreational activities.
A shallow landslide susceptibility analysis was performed at two different spatial scales, combining the use of the two previously mentioned models. In particular, SlideforMap was applied to identify the main susceptible areas to landslides at regional scale. Next, the identified unstable areas were investigated at detailed scale using SOSlope which simulated an intense rainfall event. Specifically, both distributions of root and soil forces along the slope were analyzed; for the sake of comparison, beech (Fagus sylvatica L.) and spruce (Picea abies L.) parameters were used. Finally, a back-analysis was performed on real landslides.
The results showed the activation of root reinforcement spatially distributed in the studied slope. The basal root reinforcement map highlights significant differences, with beech showing higher reinforcement values compared to spruce. According to the factor of safety map, landslides may occur along the investigated unstable area.
SlideforMap and SOSlope may be useful tools to support land and forestry planning, allowing the localization and quantification of the protective effects of forests, root reinforcement included. Results demonstrated that the factor of safety can be used as benchmarks for silvicultural interventions, thus improving the whole planning activities in both forest and surrounding natural and man-made systems.
How to cite: Murgia, I., Giadrossich, F., Niccolini, M., Preti, F., Giambastiani, Y., Capra, G. F., and Cohen, D.: Using SlideforMAP and SOSlope to identify susceptible areas to shallow landslides in the Foreste Casentinesi National Park (Tuscany, Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14454, https://doi.org/10.5194/egusphere-egu21-14454, 2021.
SlideforMAP and SOSlope are part of a suite of software available through ecorisQ (www.ecorisq.org), an international, non-profit association promoting solutions for risk reduction of natural hazards. SlideforMap is a probabilistic model that quantifies the stabilizing effect of vegetation at the regional scale and localizes potential areas where forest protection could be improved. SOSlope is a hydro-mechanical model that computes the factor of safety at the slope scale, using a strain-step discrete element method, which includes the effects of vegetation root structure and composition. The research aims at investigating the landslide susceptibility at two different spatial scales, using both models.
The study area is located on a vegetated slope near an interregional connecting road (Tuscany, Emilia-Romagna, central Italy), which crosses the Foreste Casentinesi National Park (Tuscany) an important natural area for both touristic and recreational activities.
A shallow landslide susceptibility analysis was performed at two different spatial scales, combining the use of the two previously mentioned models. In particular, SlideforMap was applied to identify the main susceptible areas to landslides at regional scale. Next, the identified unstable areas were investigated at detailed scale using SOSlope which simulated an intense rainfall event. Specifically, both distributions of root and soil forces along the slope were analyzed; for the sake of comparison, beech (Fagus sylvatica L.) and spruce (Picea abies L.) parameters were used. Finally, a back-analysis was performed on real landslides.
The results showed the activation of root reinforcement spatially distributed in the studied slope. The basal root reinforcement map highlights significant differences, with beech showing higher reinforcement values compared to spruce. According to the factor of safety map, landslides may occur along the investigated unstable area.
SlideforMap and SOSlope may be useful tools to support land and forestry planning, allowing the localization and quantification of the protective effects of forests, root reinforcement included. Results demonstrated that the factor of safety can be used as benchmarks for silvicultural interventions, thus improving the whole planning activities in both forest and surrounding natural and man-made systems.
How to cite: Murgia, I., Giadrossich, F., Niccolini, M., Preti, F., Giambastiani, Y., Capra, G. F., and Cohen, D.: Using SlideforMAP and SOSlope to identify susceptible areas to shallow landslides in the Foreste Casentinesi National Park (Tuscany, Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14454, https://doi.org/10.5194/egusphere-egu21-14454, 2021.
NH8.5 – Radon: geogenic sources, hazard mapping, and health risk
EGU21-11052 | vPICO presentations | NH8.5 | Highlight
Harmonized radon data in the European Atlas of Natural RadiationGiorgia Cinelli, Peter Bossew, Marc De Cort, Valeria Gruber, and Tore Tollefsen
As the scientific and knowledge service of the European Commission, the mission of the Joint Research Centre (JRC) is to support EU policies with independent evidence throughout the whole policy cycle. In particular, the JRC provides this support to the Directorate General for Energy by collecting, evaluating and reporting artificial environmental radioactivity measurements both for routine (REM database) and emergency preparedness (European Radiological Data Exchange Platform) purposes.
However, with the exception of potential large scale nuclear accidents, natural ionizing radiation is the largest contributor to the collective effective dose received by the world population. To gain a clearer overview of the natural sources of radioactivity, the JRC launched the European Atlas of Natural Radiation with the aim to provide insight into geographical variability of exposure components and their relative importance for total exposure to ionizing radiation.
The Atlas presents contributions from 100 experts in various fields, from 60 institutions such as universities, research centres, national and European authorities, and international organizations. In the first place, this Atlas aims to provide reference values and generate harmonised data for the scientific community and national competent authorities. It also offers an opportunity to the public to become familiar with the radioactive part of its natural environment. Intended as an encyclopaedia on natural radioactivity, the Atlas explains its different sources, i.e. cosmic and terrestrial radiation, and describes the current state-of-the art of knowledge by means of text, graphics and maps.
Being responsible for half of the natural dose, particular attention has been given to indoor radon, of which over one million measurements of long-term indoor radon concentration in ground-floor rooms of dwellings from 36 European countries were collected and aggregated as means within 10 km × 10 km grid cells. The updated version of the European Indoor Radon Map (December 2020) will be presented as well as the statistical analysis of the input data.
Geogenic Radon Potential and Geogenic Radon Hazard Index quantify the contribution of geogenic to indoor radon and are constructed using geogenic quantities, such as uranium concentrations in the ground, geology, soil permeability, soil radon concentration and terrestrial gamma dose rate.
Therefore, it was decided to focus the Atlas on the development of maps that display natural sources of radiation and also serve as quantities which predict geogenic radon. Maps of uranium, thorium and potassium concentrations in soil, covering most European countries, were created, while maps of uranium, thorium and potassium concentrations in bedrock are only available for some countries. A methodology for estimating the terrestrial gamma dose rate (based on ambient dose equivalent rate measurements) has been established, while the European terrestrial gamma dose rate map has been created using uranium, thorium and potassium concentration in soil. The practical use of the maps of the Atlas as geogenic quantities will be illustrated through different examples of scientific studies.
The Atlas is available in digital format and can be ordered as a printed version at https://remon.jrc.ec.europa.eu/ .
How to cite: Cinelli, G., Bossew, P., De Cort, M., Gruber, V., and Tollefsen, T.: Harmonized radon data in the European Atlas of Natural Radiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11052, https://doi.org/10.5194/egusphere-egu21-11052, 2021.
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As the scientific and knowledge service of the European Commission, the mission of the Joint Research Centre (JRC) is to support EU policies with independent evidence throughout the whole policy cycle. In particular, the JRC provides this support to the Directorate General for Energy by collecting, evaluating and reporting artificial environmental radioactivity measurements both for routine (REM database) and emergency preparedness (European Radiological Data Exchange Platform) purposes.
However, with the exception of potential large scale nuclear accidents, natural ionizing radiation is the largest contributor to the collective effective dose received by the world population. To gain a clearer overview of the natural sources of radioactivity, the JRC launched the European Atlas of Natural Radiation with the aim to provide insight into geographical variability of exposure components and their relative importance for total exposure to ionizing radiation.
The Atlas presents contributions from 100 experts in various fields, from 60 institutions such as universities, research centres, national and European authorities, and international organizations. In the first place, this Atlas aims to provide reference values and generate harmonised data for the scientific community and national competent authorities. It also offers an opportunity to the public to become familiar with the radioactive part of its natural environment. Intended as an encyclopaedia on natural radioactivity, the Atlas explains its different sources, i.e. cosmic and terrestrial radiation, and describes the current state-of-the art of knowledge by means of text, graphics and maps.
Being responsible for half of the natural dose, particular attention has been given to indoor radon, of which over one million measurements of long-term indoor radon concentration in ground-floor rooms of dwellings from 36 European countries were collected and aggregated as means within 10 km × 10 km grid cells. The updated version of the European Indoor Radon Map (December 2020) will be presented as well as the statistical analysis of the input data.
Geogenic Radon Potential and Geogenic Radon Hazard Index quantify the contribution of geogenic to indoor radon and are constructed using geogenic quantities, such as uranium concentrations in the ground, geology, soil permeability, soil radon concentration and terrestrial gamma dose rate.
Therefore, it was decided to focus the Atlas on the development of maps that display natural sources of radiation and also serve as quantities which predict geogenic radon. Maps of uranium, thorium and potassium concentrations in soil, covering most European countries, were created, while maps of uranium, thorium and potassium concentrations in bedrock are only available for some countries. A methodology for estimating the terrestrial gamma dose rate (based on ambient dose equivalent rate measurements) has been established, while the European terrestrial gamma dose rate map has been created using uranium, thorium and potassium concentration in soil. The practical use of the maps of the Atlas as geogenic quantities will be illustrated through different examples of scientific studies.
The Atlas is available in digital format and can be ordered as a printed version at https://remon.jrc.ec.europa.eu/ .
How to cite: Cinelli, G., Bossew, P., De Cort, M., Gruber, V., and Tollefsen, T.: Harmonized radon data in the European Atlas of Natural Radiation, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11052, https://doi.org/10.5194/egusphere-egu21-11052, 2021.
EGU21-5100 | vPICO presentations | NH8.5
First measurements of 222Rn and 220Rn activities in soil in Taylor Valley, Antarctica.Livio Ruggiero, Alessandra Sciarra, Gianfranco Galli, Adriano Mazzini, Claudio Mazzoli, Maria Chiara Tartarello, Fabio Florindo, Gary Wilson, Sabina Bigi, Raffaele Sassi, Jacob Anderson, and Giancarlo Ciotoli
Warming global climate threatens the stability of the polar regions and may result in cascading broad impacts. Studies conducted on permafrost in the Arctic regions indicate that these areas may store almost twice the carbon currently present in the atmosphere. Therefore, permafrost thawing has the potential to magnify the warming effect by doubling the more direct anthropogenic impact from burning of fossil fuels, agriculture and changes in land use. . Permafrost thawing may also intensify the Rn transport due to the increase of fluid saturation and permeability of the soil. A detailed study of 222Rn and 220Rn activity levels in polar soils constitutes a starting point to investigate gas migration processes as a function of the thawing permafrost. Although several studies have been carried out in the Arctic regions, there is little data available from the Southern Hemisphere. The Italian – New Zealand “SENECA” project aims to fill this gap and to provide the first evaluations of gas concentrations and emissions from permafrost and/or thawed shallow strata of the Taylor Valley, Antarctica. Taylor Valley is one of the few Antarctic regions that are not covered by ice and therefore is an ideal target for permafrost investigations. Results from our first field observations highlight very low values for 222Rn (mean 621 Bq m-3, max value 1,837 Bq m-3) and higher values for 220Rn (mean 11,270 Bq m-3, max value 27,589 Bq m-3), suggesting a shallow source. These measured activity values are essentially controlled by the radionuclide content in the soil, by the permeability and porosity of the soil, and by the water content. This dataset also represents an important benchmark for future measurements to track the melt progress of Antarctic permafrost.
How to cite: Ruggiero, L., Sciarra, A., Galli, G., Mazzini, A., Mazzoli, C., Tartarello, M. C., Florindo, F., Wilson, G., Bigi, S., Sassi, R., Anderson, J., and Ciotoli, G.: First measurements of 222Rn and 220Rn activities in soil in Taylor Valley, Antarctica., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5100, https://doi.org/10.5194/egusphere-egu21-5100, 2021.
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Warming global climate threatens the stability of the polar regions and may result in cascading broad impacts. Studies conducted on permafrost in the Arctic regions indicate that these areas may store almost twice the carbon currently present in the atmosphere. Therefore, permafrost thawing has the potential to magnify the warming effect by doubling the more direct anthropogenic impact from burning of fossil fuels, agriculture and changes in land use. . Permafrost thawing may also intensify the Rn transport due to the increase of fluid saturation and permeability of the soil. A detailed study of 222Rn and 220Rn activity levels in polar soils constitutes a starting point to investigate gas migration processes as a function of the thawing permafrost. Although several studies have been carried out in the Arctic regions, there is little data available from the Southern Hemisphere. The Italian – New Zealand “SENECA” project aims to fill this gap and to provide the first evaluations of gas concentrations and emissions from permafrost and/or thawed shallow strata of the Taylor Valley, Antarctica. Taylor Valley is one of the few Antarctic regions that are not covered by ice and therefore is an ideal target for permafrost investigations. Results from our first field observations highlight very low values for 222Rn (mean 621 Bq m-3, max value 1,837 Bq m-3) and higher values for 220Rn (mean 11,270 Bq m-3, max value 27,589 Bq m-3), suggesting a shallow source. These measured activity values are essentially controlled by the radionuclide content in the soil, by the permeability and porosity of the soil, and by the water content. This dataset also represents an important benchmark for future measurements to track the melt progress of Antarctic permafrost.
How to cite: Ruggiero, L., Sciarra, A., Galli, G., Mazzini, A., Mazzoli, C., Tartarello, M. C., Florindo, F., Wilson, G., Bigi, S., Sassi, R., Anderson, J., and Ciotoli, G.: First measurements of 222Rn and 220Rn activities in soil in Taylor Valley, Antarctica., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5100, https://doi.org/10.5194/egusphere-egu21-5100, 2021.
EGU21-10533 | vPICO presentations | NH8.5
Application of Ground Penetrating Radar combined with 222Rn (Radon) measurements for serch geological faults in Mexicali Baja California, MexicoOctavio Lazaro-Mancilla, Jorge Ramirez-Hernandez, and Jaime Alonso Reyez-López
The City of Mexicali and its Valley are located within the San Andrés fault system, a geological fault system generated by the activity of the Pacific and North American tectonic plates, as boudary plates the principal Faults are Imperial Fault and Cerro Prieto Fault. We present our results related to the search o traces of geological faults using ground penetrating radar combined with Radon gas ( 222Rn) measurements in the Instituto Tecnológico de Mexcali inner the urban area and Mexicali Valley.As extension of this studies we apply this approach to the urban area of Morelia City in Mexico.
How to cite: Lazaro-Mancilla, O., Ramirez-Hernandez, J., and Reyez-López, J. A.: Application of Ground Penetrating Radar combined with 222Rn (Radon) measurements for serch geological faults in Mexicali Baja California, Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10533, https://doi.org/10.5194/egusphere-egu21-10533, 2021.
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The City of Mexicali and its Valley are located within the San Andrés fault system, a geological fault system generated by the activity of the Pacific and North American tectonic plates, as boudary plates the principal Faults are Imperial Fault and Cerro Prieto Fault. We present our results related to the search o traces of geological faults using ground penetrating radar combined with Radon gas ( 222Rn) measurements in the Instituto Tecnológico de Mexcali inner the urban area and Mexicali Valley.As extension of this studies we apply this approach to the urban area of Morelia City in Mexico.
How to cite: Lazaro-Mancilla, O., Ramirez-Hernandez, J., and Reyez-López, J. A.: Application of Ground Penetrating Radar combined with 222Rn (Radon) measurements for serch geological faults in Mexicali Baja California, Mexico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10533, https://doi.org/10.5194/egusphere-egu21-10533, 2021.
EGU21-7407 | vPICO presentations | NH8.5
Soil gas changes at Terre Calde di Medolla during and after 2012 seismic sequenceAlessandra Sciarra, Barbara Cantucci, Gianfranco Galli, and Daniele Cinti
Several soil gas surveys were performed from 2008 to 2015 in Medolla (Northern Italy) within a farming area characterized by macroseeps, absence of vegetation and anomalous temperatures of soil to investigate the soil gas migration mechanism and verify the presence of a buried fault intersecting the macroseeps. In this work, we show results of soil gas measurements of radon and thoron activities, and helium and carbon dioxide concentrations, which have been carried out in the area struck of the 2012 seismic sequence.
We found that the seismic sequence sensibly influenced the soil gas distribution in the area. Indeed, soil gas anomalies are useful to recognize influences of surface features on natural gas migration. The study of the association of different gases with different origin and physical/chemical behaviour, the collection of a large number of samples during the dry season and the use of proper data analysis are fundamental in the comprehension of gas migration mechanism. The study of spatial distribution of soil gas anomalies can give information on the origin and processes involving deep and superficial gas species. In particular, the study of the spatial distribution of radon, often together with other soil gases, appears to be a suitable tool for identifying active tectonic structures in faulted areas.
222Rn and 220Rn were recorded starting from 2012, early after the mainshock of 20th May. The May 2012 distribution map shows a broad sector of the area with anomalous values approximately aligned NW-SE. Radon vs thoron distribution data highlighted two different circulation mechanisms. After an initial perturbation of the system in May, a deep fluid migration is prevalent in September 2012. From 2013, the soil degassing returned to the main shallow origin. Over time, the anomalous high values of all the investigated species were always measured in correspondence of macroseeps supporting the hypothesis of a hidden fault. However, 222Rn values collected early after the mainshocks have ubiquitous distribution, likely due to perturbation of the system which enhanced the degassing of surficial layers and masked the deep contribution. The shallow and deep contributions presumably coexist for the other data, located at the intersection of the two trends. Over time 222Rn is better related to CO2 concentrations than CH4, in particular for the May 2012, 2013 and 2015 surveys (0.43 < r > 0.60) and, to a lesser degree, for Sept 2012 (r = 0.25). This relationship suggests that CO2 likely acts as a carrier for 222Rn allowing it to quickly reach the surface. Although, generally, radon concentrations increase with flow, elevated mass flux due to high flows can dilute the 222Rn activities and its values recorded at the surface. This phenomenon could justify the slightly anomalous values in correspondence of macroseeps.
Geochemical surveys highlight the importance to carry out a discrete monitoring that can help to study the stress/strain changes related to seismic activity that may force crustal fluid to migrate up, thereby altering the geochemical characteristics of the fault zone at surface before and after earthquakes.
How to cite: Sciarra, A., Cantucci, B., Galli, G., and Cinti, D.: Soil gas changes at Terre Calde di Medolla during and after 2012 seismic sequence, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7407, https://doi.org/10.5194/egusphere-egu21-7407, 2021.
Several soil gas surveys were performed from 2008 to 2015 in Medolla (Northern Italy) within a farming area characterized by macroseeps, absence of vegetation and anomalous temperatures of soil to investigate the soil gas migration mechanism and verify the presence of a buried fault intersecting the macroseeps. In this work, we show results of soil gas measurements of radon and thoron activities, and helium and carbon dioxide concentrations, which have been carried out in the area struck of the 2012 seismic sequence.
We found that the seismic sequence sensibly influenced the soil gas distribution in the area. Indeed, soil gas anomalies are useful to recognize influences of surface features on natural gas migration. The study of the association of different gases with different origin and physical/chemical behaviour, the collection of a large number of samples during the dry season and the use of proper data analysis are fundamental in the comprehension of gas migration mechanism. The study of spatial distribution of soil gas anomalies can give information on the origin and processes involving deep and superficial gas species. In particular, the study of the spatial distribution of radon, often together with other soil gases, appears to be a suitable tool for identifying active tectonic structures in faulted areas.
222Rn and 220Rn were recorded starting from 2012, early after the mainshock of 20th May. The May 2012 distribution map shows a broad sector of the area with anomalous values approximately aligned NW-SE. Radon vs thoron distribution data highlighted two different circulation mechanisms. After an initial perturbation of the system in May, a deep fluid migration is prevalent in September 2012. From 2013, the soil degassing returned to the main shallow origin. Over time, the anomalous high values of all the investigated species were always measured in correspondence of macroseeps supporting the hypothesis of a hidden fault. However, 222Rn values collected early after the mainshocks have ubiquitous distribution, likely due to perturbation of the system which enhanced the degassing of surficial layers and masked the deep contribution. The shallow and deep contributions presumably coexist for the other data, located at the intersection of the two trends. Over time 222Rn is better related to CO2 concentrations than CH4, in particular for the May 2012, 2013 and 2015 surveys (0.43 < r > 0.60) and, to a lesser degree, for Sept 2012 (r = 0.25). This relationship suggests that CO2 likely acts as a carrier for 222Rn allowing it to quickly reach the surface. Although, generally, radon concentrations increase with flow, elevated mass flux due to high flows can dilute the 222Rn activities and its values recorded at the surface. This phenomenon could justify the slightly anomalous values in correspondence of macroseeps.
Geochemical surveys highlight the importance to carry out a discrete monitoring that can help to study the stress/strain changes related to seismic activity that may force crustal fluid to migrate up, thereby altering the geochemical characteristics of the fault zone at surface before and after earthquakes.
How to cite: Sciarra, A., Cantucci, B., Galli, G., and Cinti, D.: Soil gas changes at Terre Calde di Medolla during and after 2012 seismic sequence, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7407, https://doi.org/10.5194/egusphere-egu21-7407, 2021.
EGU21-1274 | vPICO presentations | NH8.5
Radon exhalation across the Periadriatic Lineament in the Pustertal/Pusteria Valley (Bolzano, North-Eastern Italy)Eleonora Benà, Giancarlo Ciotoli, Chiara Coletti, Antonio Galgaro, Matteo Massironi, Claudio Mazzoli, Pietro Morozzi, Livio Ruggiero, Alessandra Sciarra, Laura Tositti, and Raffaele Sassi
In the early 90’s, the Environmental Protection Agency of the Bolzano Province (NE Italy) performed a study on Indoor Radon in all the municipalities of the district (Minach et al., 1999). The aim of these measurements was to identify the areas characterized by high Indoor Radon (IR) values to realize an Indoor Radon map. Most of the municipalities that resulted to have average IR values above 400 Bq/m3, thus classified at high risk according to 90/143/EURATOM, are aligned along the Pustertal/Pusteria Valley. In this work, the relation between Radon activity, and the concentrations of other gases in the soil, and geological factors (e.g. lithology, tectonic structures) is investigated along two profiles across the Periadriatic Lineament in the Pustertal/Pusteria Valley. Samples of the petro-volumetrically relevant lithologies of the studied area have been collected, their chemical composition (XRF) and their radionuclides content (high resolution gamma-rays spectrometry) determined. The lithologies include granitoid rocks, orthogneisses, micaschists and phyllites, some of which are characterized by a high activity concentration of natural terrestrial radionuclides. As a consequence, their presence in the study area may potentially increase Radon emission (EC-JRC, 2019). Radon, CO2, CH4, O2, H2 and H2S have been measured in soil gas along the two profiles to investigate the effect of the Periadriatic Lineament (PL) on Radon exhalation. The profiles are located near Mühlen/Molini (P1) and Pfalzen/Falzen (P2), respectively. Preliminary results show two evident Radon peaks of 112 kBq/m3 and118 kBq/m3 along P1, and of 148 kBq/m3 and 157 kBq/m3 along P2. The background values are below 50 kBq/m3. These peaks correspond to two main cataclastic zones of the Periadriatic Fault system mostly buried under quaternary loosen sediments. Thus, cataclastic zones represent preferential paths for Radon mobility and exhalation. The comparison of the IR distribution map, the geochemical composition of the main lithologies and the results from the in-situ measures, clearly indicate that, although outcropping lithologies represent an important factor contributing to the IR values, they cannot justify such high IR values measured in the buildings alone. Instead, the structural features of the Periadriatic Fault system play a key role in enhancing radon exhalation, exposing to potential radon risk specific areas within the territories of the municipalities located in the Pustertal/Pusteria Valley.
Keywords: Eastern Alps, Periadriatic Lineament, Radon, Indoor Radon, Natural Radioactivity
References:
Minach L., Verdi L., Marchesoni C., Amadori C. Radon in Sϋdtirol. Environmental Protection Agency. 1999.
Cinelli G., De Cort M. & Tollefsen, T. European Commission, Joint Research Centre. European Atlas of Natural Radiation. 2019. (Eds.), Publication Office of the European Union, ISBN 978-92-76-08259-0, doi:10.2760/520053.
How to cite: Benà, E., Ciotoli, G., Coletti, C., Galgaro, A., Massironi, M., Mazzoli, C., Morozzi, P., Ruggiero, L., Sciarra, A., Tositti, L., and Sassi, R.: Radon exhalation across the Periadriatic Lineament in the Pustertal/Pusteria Valley (Bolzano, North-Eastern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1274, https://doi.org/10.5194/egusphere-egu21-1274, 2021.
In the early 90’s, the Environmental Protection Agency of the Bolzano Province (NE Italy) performed a study on Indoor Radon in all the municipalities of the district (Minach et al., 1999). The aim of these measurements was to identify the areas characterized by high Indoor Radon (IR) values to realize an Indoor Radon map. Most of the municipalities that resulted to have average IR values above 400 Bq/m3, thus classified at high risk according to 90/143/EURATOM, are aligned along the Pustertal/Pusteria Valley. In this work, the relation between Radon activity, and the concentrations of other gases in the soil, and geological factors (e.g. lithology, tectonic structures) is investigated along two profiles across the Periadriatic Lineament in the Pustertal/Pusteria Valley. Samples of the petro-volumetrically relevant lithologies of the studied area have been collected, their chemical composition (XRF) and their radionuclides content (high resolution gamma-rays spectrometry) determined. The lithologies include granitoid rocks, orthogneisses, micaschists and phyllites, some of which are characterized by a high activity concentration of natural terrestrial radionuclides. As a consequence, their presence in the study area may potentially increase Radon emission (EC-JRC, 2019). Radon, CO2, CH4, O2, H2 and H2S have been measured in soil gas along the two profiles to investigate the effect of the Periadriatic Lineament (PL) on Radon exhalation. The profiles are located near Mühlen/Molini (P1) and Pfalzen/Falzen (P2), respectively. Preliminary results show two evident Radon peaks of 112 kBq/m3 and118 kBq/m3 along P1, and of 148 kBq/m3 and 157 kBq/m3 along P2. The background values are below 50 kBq/m3. These peaks correspond to two main cataclastic zones of the Periadriatic Fault system mostly buried under quaternary loosen sediments. Thus, cataclastic zones represent preferential paths for Radon mobility and exhalation. The comparison of the IR distribution map, the geochemical composition of the main lithologies and the results from the in-situ measures, clearly indicate that, although outcropping lithologies represent an important factor contributing to the IR values, they cannot justify such high IR values measured in the buildings alone. Instead, the structural features of the Periadriatic Fault system play a key role in enhancing radon exhalation, exposing to potential radon risk specific areas within the territories of the municipalities located in the Pustertal/Pusteria Valley.
Keywords: Eastern Alps, Periadriatic Lineament, Radon, Indoor Radon, Natural Radioactivity
References:
Minach L., Verdi L., Marchesoni C., Amadori C. Radon in Sϋdtirol. Environmental Protection Agency. 1999.
Cinelli G., De Cort M. & Tollefsen, T. European Commission, Joint Research Centre. European Atlas of Natural Radiation. 2019. (Eds.), Publication Office of the European Union, ISBN 978-92-76-08259-0, doi:10.2760/520053.
How to cite: Benà, E., Ciotoli, G., Coletti, C., Galgaro, A., Massironi, M., Mazzoli, C., Morozzi, P., Ruggiero, L., Sciarra, A., Tositti, L., and Sassi, R.: Radon exhalation across the Periadriatic Lineament in the Pustertal/Pusteria Valley (Bolzano, North-Eastern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1274, https://doi.org/10.5194/egusphere-egu21-1274, 2021.
EGU21-7953 | vPICO presentations | NH8.5
Comparison of 222Rn measurement methods in cavesSara Gil-Oncina, Concepción Pla, Javier Valdes-Abellan, Noé Garcia-Martinez, and David Benavente
Radon (222Rn) is a naturally inert radioactive gas, originating from the radioactive decay of 226Ra in the 238U radioactive decay chain. 222Rn has a variety of geoscientific applications. 222Rn, however, represents the most significant source of ionizing radiation exposure and can be critical in underground working and living spaces with little or no ventilation. Particularly, caves are recognized as special indoor occupational environments where extremely elevated concentrations of 222Rn may occur during, at least, half-year during its recharged stage.
The measurement of radon activity concentration in air can be performed using different types of equipment and methodologies. However, it is characterized by the dispersion for relatively short exposition times and depends on the radon activity concentration and environmental parameters. This investigation aims to compare different types of equipment and methodologies to measure 222Rn under real cave conditions.
Rull Cave is located in Vall d’Ebo, in the south-east of Spain (Alicante province). The host rock of the cave is composed of Miocene conglomerates lying on Cretaceous limestones. Above the cave, the soil has a discontinuous thickness of approximately 1 m. The investigation is performed in winter where the cave remains discharged. During this period, the gas concentration reaches minimum values and presents low fluctuation of radon activity concentration. Temperatures in Rull Cave range between 17 and 20°C, the mean relative humidity reaches about 87%, and the constant pressure of 975 mBar. 222Rn measurements have been taken continually since 2016, ranging from 645 to 3959 Bq/m3.
We compare, firstly, cave air radon with three devices: AlphaGUARD DF2000, Radim 5WP, and RadonScout Plus. The second method involves the measurement of air radon samples after collecting them in sampling bags. We perform two types of measures: (i) in-situ measures of air samples and (ii) measure of the collected sampling bags 24-hours later (in the laboratory). For this purpose, we use opaque and transparent 1L-gas sampling bags (GSB), and we also evaluate the influence of the air volume (2 or 4 L) on radon activity concentration measurement using AlphaGUARD DF2000 at 0.3 L/min pump flow.
These findings reveal that i) all devices have similar values of radon activity concentration, with a difference between AlphaGUARD DF2000 with Radim 5WP, and RadonScout Plus of -32% and +19 %, respectively; ii) the use of transparent or opaque GSB provide similar 222Rn concentration; iii) 222Rn concentration after 24-hours is nearly the same than samples tested immediately after collecting; and iv) direct data and the one collected in GSB are equivalent, although 4L GSB often register higher values than 2L. Both methodologies highlight the known problem of radon fluctuations at a short scale. We do recommend collecting air samples in 4L-GSB. It presents practical advantages for cave studies. Thus, 222Rn can be measured in cave areas that are nor not easily accessible areas. In addition, this methodology allows increasing the number of measurements, as well as to safety keep the devices at the lab.
How to cite: Gil-Oncina, S., Pla, C., Valdes-Abellan, J., Garcia-Martinez, N., and Benavente, D.: Comparison of 222Rn measurement methods in caves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7953, https://doi.org/10.5194/egusphere-egu21-7953, 2021.
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Radon (222Rn) is a naturally inert radioactive gas, originating from the radioactive decay of 226Ra in the 238U radioactive decay chain. 222Rn has a variety of geoscientific applications. 222Rn, however, represents the most significant source of ionizing radiation exposure and can be critical in underground working and living spaces with little or no ventilation. Particularly, caves are recognized as special indoor occupational environments where extremely elevated concentrations of 222Rn may occur during, at least, half-year during its recharged stage.
The measurement of radon activity concentration in air can be performed using different types of equipment and methodologies. However, it is characterized by the dispersion for relatively short exposition times and depends on the radon activity concentration and environmental parameters. This investigation aims to compare different types of equipment and methodologies to measure 222Rn under real cave conditions.
Rull Cave is located in Vall d’Ebo, in the south-east of Spain (Alicante province). The host rock of the cave is composed of Miocene conglomerates lying on Cretaceous limestones. Above the cave, the soil has a discontinuous thickness of approximately 1 m. The investigation is performed in winter where the cave remains discharged. During this period, the gas concentration reaches minimum values and presents low fluctuation of radon activity concentration. Temperatures in Rull Cave range between 17 and 20°C, the mean relative humidity reaches about 87%, and the constant pressure of 975 mBar. 222Rn measurements have been taken continually since 2016, ranging from 645 to 3959 Bq/m3.
We compare, firstly, cave air radon with three devices: AlphaGUARD DF2000, Radim 5WP, and RadonScout Plus. The second method involves the measurement of air radon samples after collecting them in sampling bags. We perform two types of measures: (i) in-situ measures of air samples and (ii) measure of the collected sampling bags 24-hours later (in the laboratory). For this purpose, we use opaque and transparent 1L-gas sampling bags (GSB), and we also evaluate the influence of the air volume (2 or 4 L) on radon activity concentration measurement using AlphaGUARD DF2000 at 0.3 L/min pump flow.
These findings reveal that i) all devices have similar values of radon activity concentration, with a difference between AlphaGUARD DF2000 with Radim 5WP, and RadonScout Plus of -32% and +19 %, respectively; ii) the use of transparent or opaque GSB provide similar 222Rn concentration; iii) 222Rn concentration after 24-hours is nearly the same than samples tested immediately after collecting; and iv) direct data and the one collected in GSB are equivalent, although 4L GSB often register higher values than 2L. Both methodologies highlight the known problem of radon fluctuations at a short scale. We do recommend collecting air samples in 4L-GSB. It presents practical advantages for cave studies. Thus, 222Rn can be measured in cave areas that are nor not easily accessible areas. In addition, this methodology allows increasing the number of measurements, as well as to safety keep the devices at the lab.
How to cite: Gil-Oncina, S., Pla, C., Valdes-Abellan, J., Garcia-Martinez, N., and Benavente, D.: Comparison of 222Rn measurement methods in caves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7953, https://doi.org/10.5194/egusphere-egu21-7953, 2021.
EGU21-7728 | vPICO presentations | NH8.5
Indoor Radon in public schools, a preliminary study in Central PortugalCarla Candeias, Alcides Pereira, and Fernando Rocha
Good air quality is considered to be a basic condition for human health and well-being. Exposure to air contamination is undoubtedly associated with diverse adverse health effects, particularly in vulnerable population subgroups such as children. Regions with natural Radon gas (Rn) emissions are of major concern worldwide, due to the negative impacts on Air Quality. Being colorless and odorless, Rn cannot be detected by humans. Natural/geogenic Rn contribution to indoor air is considered a leading cause of lung tumors by the World Health Organization. Portugal implemented the 2013/59/Euratom directive in 2018, establishing ionizing radiation guidelines with an indoor air Rn maximum of 300 Bq/m3.
Guarda district (Portugal) is known for the natural geogenic Rn emissions and its impact on indoor Air Quality. A preliminary indoor Rn gas monitoring study was undertaken in 2019 (3 months period, March to May) in all the public schools (nursery to high school) of of Guarda city. A mean concentration of 1145 Bq/m3 was monitored, with a maximum value of 3604 Bq/m3 in a nursery school. From the twenty schools monitored, only five schools presented indoor Rn concentration bellow the Portuguese legislation and none bellow the WHO guideline of 100 Bq/m3. These results displayed an urgent and mandatory need for advanced and intensive air monitoring campaigns and assessment of implications on human health, especially in children during school hours, where they can stay up to 10 h/day.
How to cite: Candeias, C., Pereira, A., and Rocha, F.: Indoor Radon in public schools, a preliminary study in Central Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7728, https://doi.org/10.5194/egusphere-egu21-7728, 2021.
Good air quality is considered to be a basic condition for human health and well-being. Exposure to air contamination is undoubtedly associated with diverse adverse health effects, particularly in vulnerable population subgroups such as children. Regions with natural Radon gas (Rn) emissions are of major concern worldwide, due to the negative impacts on Air Quality. Being colorless and odorless, Rn cannot be detected by humans. Natural/geogenic Rn contribution to indoor air is considered a leading cause of lung tumors by the World Health Organization. Portugal implemented the 2013/59/Euratom directive in 2018, establishing ionizing radiation guidelines with an indoor air Rn maximum of 300 Bq/m3.
Guarda district (Portugal) is known for the natural geogenic Rn emissions and its impact on indoor Air Quality. A preliminary indoor Rn gas monitoring study was undertaken in 2019 (3 months period, March to May) in all the public schools (nursery to high school) of of Guarda city. A mean concentration of 1145 Bq/m3 was monitored, with a maximum value of 3604 Bq/m3 in a nursery school. From the twenty schools monitored, only five schools presented indoor Rn concentration bellow the Portuguese legislation and none bellow the WHO guideline of 100 Bq/m3. These results displayed an urgent and mandatory need for advanced and intensive air monitoring campaigns and assessment of implications on human health, especially in children during school hours, where they can stay up to 10 h/day.
How to cite: Candeias, C., Pereira, A., and Rocha, F.: Indoor Radon in public schools, a preliminary study in Central Portugal, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7728, https://doi.org/10.5194/egusphere-egu21-7728, 2021.
EGU21-8353 | vPICO presentations | NH8.5
Simulation of indoor radon and ventilation systems in a scale model room to assess the contribution of high activity building materials to indoor radon.Paola Tuccimei, Carlo Lucchetti, Gianfranco Galli, and Michele Soligo
Indoor radon accumulation is considered the main source of human exposition to ionizing radiation. The main sources of indoor radon are soil gas, the building materials and tap water, especially when they are enriched in 226Ra and 232Th, which are the precursors of main radon isotopes: 222Rn and 220Rn, respectively.
In the frame of RESPIRE (Radon rEal time monitoring System and Proactive Indoor Remediation), a LIFE project funded by European Commission, a scale model-room of 62 cm x 50 cm x 35 cm (inner length x width x height) was manufactured with a very porous and highly radioactive lithoid ignimbrite to evaluate the contribution of building materials to indoor radon accumulation, simulating the effect of a ventilation system to reduce indoor radon levels.
A series of experiments was designed where either outdoor air was introduced in the model room or indoor air was extracted from the room, at different flow rates (from 0.15 to 0.82 liters per minute) to evaluate how air exchange and mixing affect indoor radon level. In the first group of tests, the introduction of outdoor air strongly reduced indoor radon concentration, with radon relative decrease directly proportional to the air flow. In the second set of experiments, the extraction of indoor air very moderately lowered radon levels. Finally, a modified version of Fick’s second law was used to model experimental data, describing how radon diffused through the very porous room walls under different experimental conditions.
How to cite: Tuccimei, P., Lucchetti, C., Galli, G., and Soligo, M.: Simulation of indoor radon and ventilation systems in a scale model room to assess the contribution of high activity building materials to indoor radon. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8353, https://doi.org/10.5194/egusphere-egu21-8353, 2021.
Indoor radon accumulation is considered the main source of human exposition to ionizing radiation. The main sources of indoor radon are soil gas, the building materials and tap water, especially when they are enriched in 226Ra and 232Th, which are the precursors of main radon isotopes: 222Rn and 220Rn, respectively.
In the frame of RESPIRE (Radon rEal time monitoring System and Proactive Indoor Remediation), a LIFE project funded by European Commission, a scale model-room of 62 cm x 50 cm x 35 cm (inner length x width x height) was manufactured with a very porous and highly radioactive lithoid ignimbrite to evaluate the contribution of building materials to indoor radon accumulation, simulating the effect of a ventilation system to reduce indoor radon levels.
A series of experiments was designed where either outdoor air was introduced in the model room or indoor air was extracted from the room, at different flow rates (from 0.15 to 0.82 liters per minute) to evaluate how air exchange and mixing affect indoor radon level. In the first group of tests, the introduction of outdoor air strongly reduced indoor radon concentration, with radon relative decrease directly proportional to the air flow. In the second set of experiments, the extraction of indoor air very moderately lowered radon levels. Finally, a modified version of Fick’s second law was used to model experimental data, describing how radon diffused through the very porous room walls under different experimental conditions.
How to cite: Tuccimei, P., Lucchetti, C., Galli, G., and Soligo, M.: Simulation of indoor radon and ventilation systems in a scale model room to assess the contribution of high activity building materials to indoor radon. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8353, https://doi.org/10.5194/egusphere-egu21-8353, 2021.
EGU21-7769 | vPICO presentations | NH8.5
Climate impact on radon risk for silty loam soilsJavier Valdes-Abellan, Sara Gil-Oncina, Concepción Pla, Juan José Galiana-Merino, and David Benavente
Radon isotope 222Rn constitutes a natural source of radioactivity, which is worldwide extended and can be found, regardless its concentration in almost all soils of the Earth surface. Inhale radon gas is a risk for human health and the World Health Organization, WHO, has concluded the doubtless correlation between long exposure to radon gas and lung cancer; even more, the US-EPA considers it as the second most important cause of lung cancer in USA., The adoption of preventive measurements during building construction is extending in many developed countries because long exposure to radon gas take place mainly in poorly ventilated basements. Generally, these measures are based on radon risk associated exclusively with radon production by soils, but less attention are devoted to the impact of soil gas permeability and, even more, of the variable soil gas permeability because of the different degrees of soil water contents. Soil water content affects soil permeability to both water and vapor phases, and it must be taken into consideration when defining the risk associated to the presence of radon. In the present study, we show the importance of different climate conditions on soil water content and in turn on the gas permeability. We tested with the radon potential risk of building sites of the Czech Republic, which combines both the radon concentration in soil and soil gas permeability (Neznal et al, 2004). According to the Köppen classification, the present study considers different climatic scenarios: Bsk, hot semiarid climate, typical from many regions in South Europe; Csa, temperate Mediterranean climate with dry hot summers and moderate winters, also common in South Europe; Cfb, oceanic humid climate with great extension in France and UK; and finally Dfb, humid continental climate with cool winters and moderate summers, typical from central Europe.
Soil water content for each scenario was simulated using HYDRUS. Average values were obtained from a 100-year temporal series. The top most 1-m thick layer was considered as the representative for the soil water content. Results demonstrate the necessity to consider water content when defining the radon risk and their interannual variability, especially for those climates with very clear different precipitation patterns along the different seasons.
How to cite: Valdes-Abellan, J., Gil-Oncina, S., Pla, C., Galiana-Merino, J. J., and Benavente, D.: Climate impact on radon risk for silty loam soils , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7769, https://doi.org/10.5194/egusphere-egu21-7769, 2021.
Radon isotope 222Rn constitutes a natural source of radioactivity, which is worldwide extended and can be found, regardless its concentration in almost all soils of the Earth surface. Inhale radon gas is a risk for human health and the World Health Organization, WHO, has concluded the doubtless correlation between long exposure to radon gas and lung cancer; even more, the US-EPA considers it as the second most important cause of lung cancer in USA., The adoption of preventive measurements during building construction is extending in many developed countries because long exposure to radon gas take place mainly in poorly ventilated basements. Generally, these measures are based on radon risk associated exclusively with radon production by soils, but less attention are devoted to the impact of soil gas permeability and, even more, of the variable soil gas permeability because of the different degrees of soil water contents. Soil water content affects soil permeability to both water and vapor phases, and it must be taken into consideration when defining the risk associated to the presence of radon. In the present study, we show the importance of different climate conditions on soil water content and in turn on the gas permeability. We tested with the radon potential risk of building sites of the Czech Republic, which combines both the radon concentration in soil and soil gas permeability (Neznal et al, 2004). According to the Köppen classification, the present study considers different climatic scenarios: Bsk, hot semiarid climate, typical from many regions in South Europe; Csa, temperate Mediterranean climate with dry hot summers and moderate winters, also common in South Europe; Cfb, oceanic humid climate with great extension in France and UK; and finally Dfb, humid continental climate with cool winters and moderate summers, typical from central Europe.
Soil water content for each scenario was simulated using HYDRUS. Average values were obtained from a 100-year temporal series. The top most 1-m thick layer was considered as the representative for the soil water content. Results demonstrate the necessity to consider water content when defining the radon risk and their interannual variability, especially for those climates with very clear different precipitation patterns along the different seasons.
How to cite: Valdes-Abellan, J., Gil-Oncina, S., Pla, C., Galiana-Merino, J. J., and Benavente, D.: Climate impact on radon risk for silty loam soils , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7769, https://doi.org/10.5194/egusphere-egu21-7769, 2021.
EGU21-6339 | vPICO presentations | NH8.5
Radon Health Impact Assessment and Risk Communication in Sardinia RegionLiliana Cori, Massimo Cappai, Ivana Dettori, Natalina Loi, Pierpaolo Nurchis, Augusto Sanna, Grazia Serra, Elio Sirigu, Marcello Tidore, and Fabrizio Bianchi
INTRODUCTION
Following the recommendations of the National Prevention Plan, the Sardinia Region Department of Hygiene, Health and Social Security has promoted a programme dedicated to protecting the population from exposure to radon gas. The plan included: radon monitoring activities during a dedicated campaign based on geological mapping; radon Health Impact Assessment, HIA; drafting of “Guidelines for the construction/renovation of buildings”; community involvement and a radon risks communication campaign.
OBJECTIVES
To present the development of the HIA based on radon environment monitoring data and the communication process.
METHODS
Radon risk mapping combined the knowledge of geological composition of Sardinia Island and the results obtained by monitoring with dedicated devices.
HIA was implemented calculating cases attributable (CA) to radon exposure, combining the following parameters: Relative Risk (available by literature); mortality rate of lung cancer prevalence/incidence rate (baseline); exposed population size; radon concentration target.
The radon monitoring campaign required a widespread communication activity, while the results communication activity, based on a dedicated plan, involved multiple stakeholders.
RESULTS
On the basis of radon concentration data estimated by ARPAS, the HIA procedure estimated lung cancer deaths attributable to radon in areas of different exposure and throughout Sardinia. In the whole region, with an average concentration of 116 Bq/m3, radon-attributable cases were estimated at 143 out of 832 total expected deaths (attributable fraction 17.2%); in the area most at risk, including 49 municipalities, with an estimated average concentration of 202 Bq/m3, radon-attributable deaths were 13 out of 55 total (attributable fraction 23.6%).
The parameters of the algorithm and the results were presented and discussed with the local working groups.
A specific radon monitoring activity developed in schools helped to focus the efforts on the protection of school goers as vulnerable and susceptible groups. Urgent renovation and improvement activities in school and in other public administration buildings throughout the region were carried out.
Six guided discussions and four training sessions during six months were held to develop HIA and communication activities. A meeting to present the work was held in Nuoro town in October 2019, where information material was distributed and public attention raised around the issue.
The communication process aggregated several stakeholders including: civil servants in the field of health and the environment; public administrators; health professionals committed to spread knowledge about radon-free building.
CONCLUSIONS
The objectives of the regional program were focused to: - protect Sardinian population from radon risk, with special reference to vulnerable and susceptible subjects, particularly radon exposed smokers; - spread knowledge about risks; - inform about the opportunities to reduce risks.
Results indicate that the health of populations living in radon-exposed areas can be significantly improved by reducing exposure to radon and synergistic risk factors. It is essential to strengthen awareness-raising activities using historical and acquired knowledge and to monitor progress in order to reinforce further action, as these activities should be planned for the long term.
How to cite: Cori, L., Cappai, M., Dettori, I., Loi, N., Nurchis, P., Sanna, A., Serra, G., Sirigu, E., Tidore, M., and Bianchi, F.: Radon Health Impact Assessment and Risk Communication in Sardinia Region , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6339, https://doi.org/10.5194/egusphere-egu21-6339, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
INTRODUCTION
Following the recommendations of the National Prevention Plan, the Sardinia Region Department of Hygiene, Health and Social Security has promoted a programme dedicated to protecting the population from exposure to radon gas. The plan included: radon monitoring activities during a dedicated campaign based on geological mapping; radon Health Impact Assessment, HIA; drafting of “Guidelines for the construction/renovation of buildings”; community involvement and a radon risks communication campaign.
OBJECTIVES
To present the development of the HIA based on radon environment monitoring data and the communication process.
METHODS
Radon risk mapping combined the knowledge of geological composition of Sardinia Island and the results obtained by monitoring with dedicated devices.
HIA was implemented calculating cases attributable (CA) to radon exposure, combining the following parameters: Relative Risk (available by literature); mortality rate of lung cancer prevalence/incidence rate (baseline); exposed population size; radon concentration target.
The radon monitoring campaign required a widespread communication activity, while the results communication activity, based on a dedicated plan, involved multiple stakeholders.
RESULTS
On the basis of radon concentration data estimated by ARPAS, the HIA procedure estimated lung cancer deaths attributable to radon in areas of different exposure and throughout Sardinia. In the whole region, with an average concentration of 116 Bq/m3, radon-attributable cases were estimated at 143 out of 832 total expected deaths (attributable fraction 17.2%); in the area most at risk, including 49 municipalities, with an estimated average concentration of 202 Bq/m3, radon-attributable deaths were 13 out of 55 total (attributable fraction 23.6%).
The parameters of the algorithm and the results were presented and discussed with the local working groups.
A specific radon monitoring activity developed in schools helped to focus the efforts on the protection of school goers as vulnerable and susceptible groups. Urgent renovation and improvement activities in school and in other public administration buildings throughout the region were carried out.
Six guided discussions and four training sessions during six months were held to develop HIA and communication activities. A meeting to present the work was held in Nuoro town in October 2019, where information material was distributed and public attention raised around the issue.
The communication process aggregated several stakeholders including: civil servants in the field of health and the environment; public administrators; health professionals committed to spread knowledge about radon-free building.
CONCLUSIONS
The objectives of the regional program were focused to: - protect Sardinian population from radon risk, with special reference to vulnerable and susceptible subjects, particularly radon exposed smokers; - spread knowledge about risks; - inform about the opportunities to reduce risks.
Results indicate that the health of populations living in radon-exposed areas can be significantly improved by reducing exposure to radon and synergistic risk factors. It is essential to strengthen awareness-raising activities using historical and acquired knowledge and to monitor progress in order to reinforce further action, as these activities should be planned for the long term.
How to cite: Cori, L., Cappai, M., Dettori, I., Loi, N., Nurchis, P., Sanna, A., Serra, G., Sirigu, E., Tidore, M., and Bianchi, F.: Radon Health Impact Assessment and Risk Communication in Sardinia Region , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6339, https://doi.org/10.5194/egusphere-egu21-6339, 2021.
EGU21-10149 | vPICO presentations | NH8.5
GioGas: Edutainment and Gas HazardsFrancesca Cirillo, Gala Avvisati, Maria Luisa Carapezza, Giuliana D'Addezio, Enrica Marotta, Rosario Peluso, Antonio Scelzo, Alessandra Sciarra, and Luca Tarchini
The Istituto Nazionale di Geofisica e Vulcanologia (INGV) has developed an interactive application, for educational purposes, in order to make schools aware of the dangers deriving from radon, and in general from harmful gases (gas hazards), near volcanic areas.
To raise children awareness on the dangers related to an invisible enemy, often odorless “gases”, is not a simple task. Since our target are children between 11 and 13 years of age, we decided to develop a videogame with the scope of enabling them to learn the most appropriate solutions for identifying/avoiding/managing hazards. The use of a videogame for spreading information on gas hazards makes learning fun and, at the same time, feasible in a historic moment where Covid-19 does not allow for lessons to be physically partaken in a classroom. Furthermore, this type of learning known as “edutainment” is more effective, captivating and meaningful, allowing students to acquire a more concrete and longer remembered knowledge.
The videogame, called GioGas, is a single player game running on both Android mobile phone and personal computers. GioGas has been developed using the Role Playing Game Maker MV graphic engine. The engine provides a map editor and several characters allowing for the creation of various biomes, also including the possibility to insert music. From the technical point of view the engine is based on javascript for the events creation and triggers management simplifying porting on mobile and desktop operating systems.
The game characters are a INGV researcher, staying in a rented house during his vacation, and an elderly lady that asks for help to understand if her grandchild’s health issues are related to the recent digging of a well nearby the house. The characters move around in the virtual environment in different locations organized in several levels. Through the game, the student will learn the symptoms caused by gases, the instruments and the techniques to identify/measure them and the solutions to adopt to solve the problem. During the game, the researcher will hand out information and the student will choose which solution to apply: this will also stimulate student inclination to problem solving and overview capacities. Each solution will return a result in terms of risk mitigation and a score, from 1 to 3, based on the effectiveness of the identified solution.
In the future, to add more stimulating and engaging elements for the student, a multiplayer mode will be developed, giving the students the possibility to challenge themselves.
How to cite: Cirillo, F., Avvisati, G., Carapezza, M. L., D'Addezio, G., Marotta, E., Peluso, R., Scelzo, A., Sciarra, A., and Tarchini, L.: GioGas: Edutainment and Gas Hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10149, https://doi.org/10.5194/egusphere-egu21-10149, 2021.
The Istituto Nazionale di Geofisica e Vulcanologia (INGV) has developed an interactive application, for educational purposes, in order to make schools aware of the dangers deriving from radon, and in general from harmful gases (gas hazards), near volcanic areas.
To raise children awareness on the dangers related to an invisible enemy, often odorless “gases”, is not a simple task. Since our target are children between 11 and 13 years of age, we decided to develop a videogame with the scope of enabling them to learn the most appropriate solutions for identifying/avoiding/managing hazards. The use of a videogame for spreading information on gas hazards makes learning fun and, at the same time, feasible in a historic moment where Covid-19 does not allow for lessons to be physically partaken in a classroom. Furthermore, this type of learning known as “edutainment” is more effective, captivating and meaningful, allowing students to acquire a more concrete and longer remembered knowledge.
The videogame, called GioGas, is a single player game running on both Android mobile phone and personal computers. GioGas has been developed using the Role Playing Game Maker MV graphic engine. The engine provides a map editor and several characters allowing for the creation of various biomes, also including the possibility to insert music. From the technical point of view the engine is based on javascript for the events creation and triggers management simplifying porting on mobile and desktop operating systems.
The game characters are a INGV researcher, staying in a rented house during his vacation, and an elderly lady that asks for help to understand if her grandchild’s health issues are related to the recent digging of a well nearby the house. The characters move around in the virtual environment in different locations organized in several levels. Through the game, the student will learn the symptoms caused by gases, the instruments and the techniques to identify/measure them and the solutions to adopt to solve the problem. During the game, the researcher will hand out information and the student will choose which solution to apply: this will also stimulate student inclination to problem solving and overview capacities. Each solution will return a result in terms of risk mitigation and a score, from 1 to 3, based on the effectiveness of the identified solution.
In the future, to add more stimulating and engaging elements for the student, a multiplayer mode will be developed, giving the students the possibility to challenge themselves.
How to cite: Cirillo, F., Avvisati, G., Carapezza, M. L., D'Addezio, G., Marotta, E., Peluso, R., Scelzo, A., Sciarra, A., and Tarchini, L.: GioGas: Edutainment and Gas Hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10149, https://doi.org/10.5194/egusphere-egu21-10149, 2021.
EGU21-1018 | vPICO presentations | NH8.5
Mapping indoor radon: individual vs. collective hazardEric Petermann and Peter Bossew
Indoor radon is considered as an indoor air pollutant due to its carcinogenic effect. Since the main source of indoor radon is the ground beneath the house, we use geogenic Rn as predictor for indoor Rn hazard mapping. In this contribution, we present a model to link geogenic to indoor Rn.
In a first step, we build a random forest model that utilizes observational data (n=6,293) of Rn concentration in soil gas and soil gas permeability across Germany in combination with auxiliary data (geology, soil physical and chemical properties, climate) to create spatially continuous map of a geogenic radon hazard index. Then, in a second step, this is geogenic radon hazard index map is linked to indoor radon data (n=44,629) via a logistic regression model for calculating the probabilities that indoor Rn exceeds 300 Bq/m³. The estimated probability was averaged for every municipality by considering only the estimates within the built-up area. Finally, the mean exceedance probability per municipality was coupled with the respective residential building stock for estimating the number of residential buildings with indoor Rn above 300 Bq/m³ for each municipality.
We found that (1) the municipal-scale maps of 300 Bq/m³ exceedance probability (individual hazard) and affected residential buildings (collective hazard) show contrasting spatial patterns, (2) the estimated number of buildings above 300 Bq/m³ in Germany is 345,000 (1.9 % of all residential buildings), (3) areas where 300 Bq/m³ exceedance is greater than 10 % comprise only 0.8 % of the German building stock but 6.3 % of buildings with indoor Rn exceeding 300 Bq/m³, and (4) most urban areas and most high-radon residential buildings (77 %) are located in low hazard regions.
The implications for Rn protection are twofold: (1) the Rn priority area concept is cost-efficient in a sense that it allows to find the most buildings that exceed a threshold concentration with a given amount of resources, and (2) for an optimal reduction of lung cancer risk areas outside of Rn priority areas must be addressed since most hazardous indoor Rn concentrations occur in low to medium hazard areas.
How to cite: Petermann, E. and Bossew, P.: Mapping indoor radon: individual vs. collective hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1018, https://doi.org/10.5194/egusphere-egu21-1018, 2021.
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Indoor radon is considered as an indoor air pollutant due to its carcinogenic effect. Since the main source of indoor radon is the ground beneath the house, we use geogenic Rn as predictor for indoor Rn hazard mapping. In this contribution, we present a model to link geogenic to indoor Rn.
In a first step, we build a random forest model that utilizes observational data (n=6,293) of Rn concentration in soil gas and soil gas permeability across Germany in combination with auxiliary data (geology, soil physical and chemical properties, climate) to create spatially continuous map of a geogenic radon hazard index. Then, in a second step, this is geogenic radon hazard index map is linked to indoor radon data (n=44,629) via a logistic regression model for calculating the probabilities that indoor Rn exceeds 300 Bq/m³. The estimated probability was averaged for every municipality by considering only the estimates within the built-up area. Finally, the mean exceedance probability per municipality was coupled with the respective residential building stock for estimating the number of residential buildings with indoor Rn above 300 Bq/m³ for each municipality.
We found that (1) the municipal-scale maps of 300 Bq/m³ exceedance probability (individual hazard) and affected residential buildings (collective hazard) show contrasting spatial patterns, (2) the estimated number of buildings above 300 Bq/m³ in Germany is 345,000 (1.9 % of all residential buildings), (3) areas where 300 Bq/m³ exceedance is greater than 10 % comprise only 0.8 % of the German building stock but 6.3 % of buildings with indoor Rn exceeding 300 Bq/m³, and (4) most urban areas and most high-radon residential buildings (77 %) are located in low hazard regions.
The implications for Rn protection are twofold: (1) the Rn priority area concept is cost-efficient in a sense that it allows to find the most buildings that exceed a threshold concentration with a given amount of resources, and (2) for an optimal reduction of lung cancer risk areas outside of Rn priority areas must be addressed since most hazardous indoor Rn concentrations occur in low to medium hazard areas.
How to cite: Petermann, E. and Bossew, P.: Mapping indoor radon: individual vs. collective hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1018, https://doi.org/10.5194/egusphere-egu21-1018, 2021.
EGU21-7503 | vPICO presentations | NH8.5
Methodologies for risk mapping of radon gas at various scales in Tondela and Oliveira do Hospital region (center of Portugal)Gustavo Santiago and Alcides Pereira
Inhalation of radon gas exposes the lungs to ionizing radiation which significantly contributes to the equivalent dose received by a human body. European Union advises Member States to identify radon prone areas (RPA), characterized by a significant percentage of dwellings above the national reference level (RL).
The presented work aims to evaluate the use of Receiver Operating Characteristic (ROC) curve analysis to map RPAs at a small-scale (from 1:25 000 to 1:1 000, henceforward called “regional” and “local” scale respectably), using interpolated surfaces of total gamma radiation (TGR) as proxy and point data of radon concentration in dwellings as the observed variable.
The case-study areas are in the center of Portugal (Tondela and Oliveira do Hospital) where outcrops different coarse-grained biotite granites (Beira’s Granite) and metasediments of Beiras’ Group, frequently as small enclaves hosted in the granites. An intense network of faults is also characteristic of these regions.
At Tondela area the geospatial analysis and ordinary kriging interpolation of TGR, on a regional scale, evidenced: a) a geological control on this variable; b) a structural control on anomalies by N35ºW orientated faults and by the intersection of these structures with others, namely N75ºE and N55ºE; c) and an anisotropic covariance of equally spaced points with N35oE oriented major axis. At Oliveira do Hospital, where at a regional scale just data of anomalies was available, the log-normal distribution of background values was simulated based on high-definition data obtained at a local scale. The results are consistent with the structural control pattern identified at Tondela. The best classifiers identified by the ROC analysis were 175 cps and 450 cps, respectably for Tondela and Oliveira do Hospital regions.
Establishing a 10% probability of dwellings with concentrations of radon above RL ( ) to define an RPA, all the areas were classified as RPAs. At Tondela region, the lowest risk area represents 25% probability of exceeding the RL and the highest risk area 52%. At Oliveira do Hospital almost the entire region represents 56% exceedance probability. The highest risk area is spatially related to intense anomalies and represent 78% exceedance probability.
For the geological context studied, the use of TGR proved to be suitable for radon gas risk mapping. The ROC curve analysis enabled to significantly classify higher and lower risk areas within high-risk regions, considering the small-scale variability. The ROC analysis did not produce a classifier properly calibrated to the RL but one that improves the cost-benefit of the classification relatively to the natural prevalence of the studied areas.
How to cite: Santiago, G. and Pereira, A.: Methodologies for risk mapping of radon gas at various scales in Tondela and Oliveira do Hospital region (center of Portugal), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7503, https://doi.org/10.5194/egusphere-egu21-7503, 2021.
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Inhalation of radon gas exposes the lungs to ionizing radiation which significantly contributes to the equivalent dose received by a human body. European Union advises Member States to identify radon prone areas (RPA), characterized by a significant percentage of dwellings above the national reference level (RL).
The presented work aims to evaluate the use of Receiver Operating Characteristic (ROC) curve analysis to map RPAs at a small-scale (from 1:25 000 to 1:1 000, henceforward called “regional” and “local” scale respectably), using interpolated surfaces of total gamma radiation (TGR) as proxy and point data of radon concentration in dwellings as the observed variable.
The case-study areas are in the center of Portugal (Tondela and Oliveira do Hospital) where outcrops different coarse-grained biotite granites (Beira’s Granite) and metasediments of Beiras’ Group, frequently as small enclaves hosted in the granites. An intense network of faults is also characteristic of these regions.
At Tondela area the geospatial analysis and ordinary kriging interpolation of TGR, on a regional scale, evidenced: a) a geological control on this variable; b) a structural control on anomalies by N35ºW orientated faults and by the intersection of these structures with others, namely N75ºE and N55ºE; c) and an anisotropic covariance of equally spaced points with N35oE oriented major axis. At Oliveira do Hospital, where at a regional scale just data of anomalies was available, the log-normal distribution of background values was simulated based on high-definition data obtained at a local scale. The results are consistent with the structural control pattern identified at Tondela. The best classifiers identified by the ROC analysis were 175 cps and 450 cps, respectably for Tondela and Oliveira do Hospital regions.
Establishing a 10% probability of dwellings with concentrations of radon above RL ( ) to define an RPA, all the areas were classified as RPAs. At Tondela region, the lowest risk area represents 25% probability of exceeding the RL and the highest risk area 52%. At Oliveira do Hospital almost the entire region represents 56% exceedance probability. The highest risk area is spatially related to intense anomalies and represent 78% exceedance probability.
For the geological context studied, the use of TGR proved to be suitable for radon gas risk mapping. The ROC curve analysis enabled to significantly classify higher and lower risk areas within high-risk regions, considering the small-scale variability. The ROC analysis did not produce a classifier properly calibrated to the RL but one that improves the cost-benefit of the classification relatively to the natural prevalence of the studied areas.
How to cite: Santiago, G. and Pereira, A.: Methodologies for risk mapping of radon gas at various scales in Tondela and Oliveira do Hospital region (center of Portugal), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7503, https://doi.org/10.5194/egusphere-egu21-7503, 2021.
EGU21-7343 | vPICO presentations | NH8.5
Mapping the Geogenic Radon Hazard Index of ItalyFrancesca Giustini, Monia Procesi, MariaGrazia Finoia, Raffaele Sassi, Claudio Mazzoli, and Giancarlo Ciotoli
Radon generation and migration from the soil toward the surface are natural processes that can lead to radon entry in buildings, thus constituting a health risk. The analysis and the modelling of these processes can be thought of as the contribution of different proxies representing the geological radon source (GRS) (e.g., geology, soil properties, radionuclide content), and the pathways (e.g., faults, karst) that favour the geological radon migration (GRM) in the subsoil. The aggregation of these quantities can be used to construct a geogenic radon hazard index (GRHI) map that can be understood as a measure of the susceptibility of an area to increased indoor radon concentration for geogenic reasons (Radon Priority Areas, RPA).
A number of direct and indirect models have been developed in order to create GRHI maps of a certain region by using both deterministic and probabilistic models. Here, we propose a bottom-up procedure through the integration of different factors (predictors and/or proxies) and by weighs their importance. In particular, we first propose to construct a GRHI map of the whole Italian territory using a GIS-based (spatial) multicriteria decision analysis (SMCDA). SMCDA uses the Analytical HierarchyProcess (AHP) to assess the importance of the factors and to derive their relative weights and, consequently, it determines the overall final scores.
Lithologies of the National Geological Map of Italy (1:1000000) were reclassified in few homogeneous classes and ranked according to the associated mean content of uranium, thorium and potassium available from GEMAS (http://gemas.geolba.ac.at/) and FOREGS (http://weppi.gtk.fi/publ/foregsatlas/index.php) database by using a multivariate statistical approach. In this way the intermediate map of the GRS was obtained. SMCDA was then applied by using the GRS map and the maps of other factors, such as the fine fraction of the soil (LUCAS top-soil database, https://esdac.jrc.ec.europa.eu/projects/lucas), the fault density map (Italian national/regional datasets), the map of the karst areas (https://www.whymap.org/whymap/EN/Maps_Data/Wokam/wokam_node_en.html) and the map of the heat flow of Italy. All these factors were standardised by using fuzzy classification to transform input data to a 0/1 scale. The standardised factors are weighted by using AHP and then summed to obtain the final GRHI map. All maps are constructed at the same grid resolution of the European Atlas of Natural Radiation (10x10km) (https://remon.jrc.ec.europa.eu/About/Atlas-of-Natural-Radiation) published by the Joint Research Centre (JRC) of the European Commission.
How to cite: Giustini, F., Procesi, M., Finoia, M., Sassi, R., Mazzoli, C., and Ciotoli, G.: Mapping the Geogenic Radon Hazard Index of Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7343, https://doi.org/10.5194/egusphere-egu21-7343, 2021.
Please decide on your access
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Radon generation and migration from the soil toward the surface are natural processes that can lead to radon entry in buildings, thus constituting a health risk. The analysis and the modelling of these processes can be thought of as the contribution of different proxies representing the geological radon source (GRS) (e.g., geology, soil properties, radionuclide content), and the pathways (e.g., faults, karst) that favour the geological radon migration (GRM) in the subsoil. The aggregation of these quantities can be used to construct a geogenic radon hazard index (GRHI) map that can be understood as a measure of the susceptibility of an area to increased indoor radon concentration for geogenic reasons (Radon Priority Areas, RPA).
A number of direct and indirect models have been developed in order to create GRHI maps of a certain region by using both deterministic and probabilistic models. Here, we propose a bottom-up procedure through the integration of different factors (predictors and/or proxies) and by weighs their importance. In particular, we first propose to construct a GRHI map of the whole Italian territory using a GIS-based (spatial) multicriteria decision analysis (SMCDA). SMCDA uses the Analytical HierarchyProcess (AHP) to assess the importance of the factors and to derive their relative weights and, consequently, it determines the overall final scores.
Lithologies of the National Geological Map of Italy (1:1000000) were reclassified in few homogeneous classes and ranked according to the associated mean content of uranium, thorium and potassium available from GEMAS (http://gemas.geolba.ac.at/) and FOREGS (http://weppi.gtk.fi/publ/foregsatlas/index.php) database by using a multivariate statistical approach. In this way the intermediate map of the GRS was obtained. SMCDA was then applied by using the GRS map and the maps of other factors, such as the fine fraction of the soil (LUCAS top-soil database, https://esdac.jrc.ec.europa.eu/projects/lucas), the fault density map (Italian national/regional datasets), the map of the karst areas (https://www.whymap.org/whymap/EN/Maps_Data/Wokam/wokam_node_en.html) and the map of the heat flow of Italy. All these factors were standardised by using fuzzy classification to transform input data to a 0/1 scale. The standardised factors are weighted by using AHP and then summed to obtain the final GRHI map. All maps are constructed at the same grid resolution of the European Atlas of Natural Radiation (10x10km) (https://remon.jrc.ec.europa.eu/About/Atlas-of-Natural-Radiation) published by the Joint Research Centre (JRC) of the European Commission.
How to cite: Giustini, F., Procesi, M., Finoia, M., Sassi, R., Mazzoli, C., and Ciotoli, G.: Mapping the Geogenic Radon Hazard Index of Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7343, https://doi.org/10.5194/egusphere-egu21-7343, 2021.
EGU21-10304 | vPICO presentations | NH8.5
The Empirical Bayesian Regression Kriging (EBRK) to map the Geogenic Radon Potential (GRP). A case of study from the Euganean Hills (Italy).Chiara Coletti, Giancarlo Ciotoli, Eleonora Benà, Erika Brattich, Giorgia Cinelli, Antonio Galgaro, Matteo Massironi, Claudio Mazzoli, Domiziano Mostacci, Paolo Mozzi, Livio Ruggiero, Alessandra Sciarra, Laura Tositti, and Raffaele Sassi
In the volcanic area of the Euganean Hills district (100 km2), the indoor radon often exceeds the threshold level of 300 Bq/m3 stipulated by the Council Directive 2013/59/Euratom, thus suggesting the need to investigate the possible link between observed radon concentrations and the local geology (Trotti et al., 1998,1999; Strati et al., 2014). More recently, statistical and geostatistical analysis on rock samples identified high U, Th and K concentrations associated with areas characterised by trachyte and rhyolite lithologies (Tositti et al., 2017). With this contribution, we completed our investigation on the natural radioactivity in the Euganean Hills district extending the rocks dataset, performing on-site soil gas survey, and considering other important factors which can locally increase the radon occurrence, such as hydrothermal alterations, types of soils (e.g., geochemistry or presence of organic matters), and faults. Furthermore, we elaborated a Geogenic Radon Potential map to assess the local spatial relationships between the measured soil gas radon concentrations and seven proxy-variables: fault density (FD), total gamma radiation dose (TGDR), 220Rn (Tn), digital terrain mode (SLOPE), moisture index (MI), heat load index (HLI) and soil permeability (PERM). Empirical Bayesian Regression Kriging (EBRK) was used to develop the most accurate hazard map of the considered area, thus, providing the local administration an up-to-date decisional tool for the land use planning. For the high radon emission measured, the high density of dwelling, and its geomorphological features, the Euganean Hills district represented a very meaningful case of study.
Trotti, F., Tanferi, A., Lanciai, M., Mozzo, P., Panepinto, V., Poli, S., Predicatori, F., Righetti, F., Tacconi, A., Zorzine, R., 1998. Mapping of areas with elevated indoor radon levels in Veneto. Radiat. Prot. Dosim. 78 (1), 11–14.
Trotti, F., Tanferi, A., Bissolo, F., Fustegato, R., Lanciai, M., Mozzo, P., Predicatori, F., Querini, P., Righetti, F., Tacconi, A., 1999. A Survey to Map Areas with Elevated Indoor Radon Levels in Veneto, Radon in the Living Environment, 19-23 April 1999, Athens, Greece, 859–868.
Strati V., Baldoncini M., Bezzon G.P, Broggini C., Buso G.P., Caciolli A., Callegari I., Carmignani L, Colonna T, Fiorentini G., Guastaldi E., Kaçeli Xhixhaf M., Mantovani F, Menegazzo R., Moub L., Rossi Alvarez C., Xhixha G., Zanon A., 2014. Total natural radioactivity, Veneto (Italy). Journal of Maps, Vol. 11, Issue 4, 545–551. http://doi.org/10.1080/17445647.2014.923348.
Tositti L., Cinelli G., Brattich E., Galgaro A., Mostacci D., Mazzoli C., Massironi M., Sassi R., 2017. Assessment of lithogenic radioactivity in the Euganean Hills magmatic district (NE Italy). J. Environ. Radioact. 166, 259–269. https://doi.org/10.1016/j.jenvrad.2016.07.011
How to cite: Coletti, C., Ciotoli, G., Benà, E., Brattich, E., Cinelli, G., Galgaro, A., Massironi, M., Mazzoli, C., Mostacci, D., Mozzi, P., Ruggiero, L., Sciarra, A., Tositti, L., and Sassi, R.: The Empirical Bayesian Regression Kriging (EBRK) to map the Geogenic Radon Potential (GRP). A case of study from the Euganean Hills (Italy)., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10304, https://doi.org/10.5194/egusphere-egu21-10304, 2021.
In the volcanic area of the Euganean Hills district (100 km2), the indoor radon often exceeds the threshold level of 300 Bq/m3 stipulated by the Council Directive 2013/59/Euratom, thus suggesting the need to investigate the possible link between observed radon concentrations and the local geology (Trotti et al., 1998,1999; Strati et al., 2014). More recently, statistical and geostatistical analysis on rock samples identified high U, Th and K concentrations associated with areas characterised by trachyte and rhyolite lithologies (Tositti et al., 2017). With this contribution, we completed our investigation on the natural radioactivity in the Euganean Hills district extending the rocks dataset, performing on-site soil gas survey, and considering other important factors which can locally increase the radon occurrence, such as hydrothermal alterations, types of soils (e.g., geochemistry or presence of organic matters), and faults. Furthermore, we elaborated a Geogenic Radon Potential map to assess the local spatial relationships between the measured soil gas radon concentrations and seven proxy-variables: fault density (FD), total gamma radiation dose (TGDR), 220Rn (Tn), digital terrain mode (SLOPE), moisture index (MI), heat load index (HLI) and soil permeability (PERM). Empirical Bayesian Regression Kriging (EBRK) was used to develop the most accurate hazard map of the considered area, thus, providing the local administration an up-to-date decisional tool for the land use planning. For the high radon emission measured, the high density of dwelling, and its geomorphological features, the Euganean Hills district represented a very meaningful case of study.
Trotti, F., Tanferi, A., Lanciai, M., Mozzo, P., Panepinto, V., Poli, S., Predicatori, F., Righetti, F., Tacconi, A., Zorzine, R., 1998. Mapping of areas with elevated indoor radon levels in Veneto. Radiat. Prot. Dosim. 78 (1), 11–14.
Trotti, F., Tanferi, A., Bissolo, F., Fustegato, R., Lanciai, M., Mozzo, P., Predicatori, F., Querini, P., Righetti, F., Tacconi, A., 1999. A Survey to Map Areas with Elevated Indoor Radon Levels in Veneto, Radon in the Living Environment, 19-23 April 1999, Athens, Greece, 859–868.
Strati V., Baldoncini M., Bezzon G.P, Broggini C., Buso G.P., Caciolli A., Callegari I., Carmignani L, Colonna T, Fiorentini G., Guastaldi E., Kaçeli Xhixhaf M., Mantovani F, Menegazzo R., Moub L., Rossi Alvarez C., Xhixha G., Zanon A., 2014. Total natural radioactivity, Veneto (Italy). Journal of Maps, Vol. 11, Issue 4, 545–551. http://doi.org/10.1080/17445647.2014.923348.
Tositti L., Cinelli G., Brattich E., Galgaro A., Mostacci D., Mazzoli C., Massironi M., Sassi R., 2017. Assessment of lithogenic radioactivity in the Euganean Hills magmatic district (NE Italy). J. Environ. Radioact. 166, 259–269. https://doi.org/10.1016/j.jenvrad.2016.07.011
How to cite: Coletti, C., Ciotoli, G., Benà, E., Brattich, E., Cinelli, G., Galgaro, A., Massironi, M., Mazzoli, C., Mostacci, D., Mozzi, P., Ruggiero, L., Sciarra, A., Tositti, L., and Sassi, R.: The Empirical Bayesian Regression Kriging (EBRK) to map the Geogenic Radon Potential (GRP). A case of study from the Euganean Hills (Italy)., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10304, https://doi.org/10.5194/egusphere-egu21-10304, 2021.
EGU21-656 | vPICO presentations | NH8.5
What do we want to learn from spatial data? Asking the right questions – challenges in radon mappingPeter Bossew and Eric Petermann
Exposure to indoor radon is recognized as a health hazard, which is why regulation aimed to its reduction has been developed. One important tool of radon (Rn) policy are Rn maps. They serve (1) for visualizing the geographical distribution of the hazard and (2) as data base for regionalized legal measures, i.e. action which should be appropriate for the Rn situation at a place.
(1) has as objective information of stakeholders (the public, administrations, legislators, Rn professionals) about magnitude and location of the problem;
(2) Objective is decision support for identification of regions in which certain measures should be applied, to comply with Rn regulation.
These two objectives correspond to asking different questions and imply different maps, in general. For visualizing, isopleth or choropleth maps are usually considered adequate, the latter for assigning hazard scores to geographical units such as municipalities. On the other hand, identification of areas where certain action applies, amounts to classification of areas according to the necessity of that action.
While sharing certain steps, these two type of maps entail different technical challenges. They basically origin in the high spatial variability of the Rn hazard, usually quantified by indoor Rn concentration in buildings, its probability to exceed a threshold, or the collective hazard (i.e. sum over affected persons). Due to the multitude and different nature of physical control factors, the scale of variability extends from small-scale local to continental.
Level maps (objective 1) raises the question of resolution (a) wanted by the stakeholders and (b) achievable with data; this acts back to data acquisition, i.e. Rn surveying. Resolution is related to the appearance of maps in terms of roughness and noise. For class maps (objective 2), the critical question is, in addition, reliability of defining an area as target of certain action, in terms of sensitivity and specificity (or likewise of 1st and 2nd kind error probabilities) of a decision.
In this presentation, we shall give real-world examples of the objectives and resulting Rn maps. Further we shall describe estimation methodology suited to create maps that comply with the quality targets addressed above.
How to cite: Bossew, P. and Petermann, E.: What do we want to learn from spatial data? Asking the right questions – challenges in radon mapping, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-656, https://doi.org/10.5194/egusphere-egu21-656, 2021.
Please decide on your access
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Exposure to indoor radon is recognized as a health hazard, which is why regulation aimed to its reduction has been developed. One important tool of radon (Rn) policy are Rn maps. They serve (1) for visualizing the geographical distribution of the hazard and (2) as data base for regionalized legal measures, i.e. action which should be appropriate for the Rn situation at a place.
(1) has as objective information of stakeholders (the public, administrations, legislators, Rn professionals) about magnitude and location of the problem;
(2) Objective is decision support for identification of regions in which certain measures should be applied, to comply with Rn regulation.
These two objectives correspond to asking different questions and imply different maps, in general. For visualizing, isopleth or choropleth maps are usually considered adequate, the latter for assigning hazard scores to geographical units such as municipalities. On the other hand, identification of areas where certain action applies, amounts to classification of areas according to the necessity of that action.
While sharing certain steps, these two type of maps entail different technical challenges. They basically origin in the high spatial variability of the Rn hazard, usually quantified by indoor Rn concentration in buildings, its probability to exceed a threshold, or the collective hazard (i.e. sum over affected persons). Due to the multitude and different nature of physical control factors, the scale of variability extends from small-scale local to continental.
Level maps (objective 1) raises the question of resolution (a) wanted by the stakeholders and (b) achievable with data; this acts back to data acquisition, i.e. Rn surveying. Resolution is related to the appearance of maps in terms of roughness and noise. For class maps (objective 2), the critical question is, in addition, reliability of defining an area as target of certain action, in terms of sensitivity and specificity (or likewise of 1st and 2nd kind error probabilities) of a decision.
In this presentation, we shall give real-world examples of the objectives and resulting Rn maps. Further we shall describe estimation methodology suited to create maps that comply with the quality targets addressed above.
How to cite: Bossew, P. and Petermann, E.: What do we want to learn from spatial data? Asking the right questions – challenges in radon mapping, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-656, https://doi.org/10.5194/egusphere-egu21-656, 2021.
NH8.6 – International Monitoring System and On-site Verification for the CTBT, disaster risk reduction and Earth sciences
EGU21-926 | vPICO presentations | NH8.6
Comparing Higher-dimensional Velocity Models for Seismic Location Accuracy using a Consistent Travel Time FrameworkMichael Begnaud, Sanford Ballard, Andrea Conley, Patrick Hammond, and Christopher Young
Historically, location algorithms have relied on simple, one-dimensional (1D, with depth) velocity models for fast, seismic event locations. The speed of these 1D models made them the preferred type of velocity model for operational needs, mainly due to computational requirements. Higher-dimensional (2D-3D) seismic velocity models are becoming more readily available from the scientific community and can provide significantly more accurate event locations over 1D models. The computational requirements of these higher-dimensional models tend to make their operational use prohibitive. The benefit of a 1D model is that it is generally used as travel-time lookup tables, one for each seismic phase, with travel-time predictions pre-calculated for event distance and depth. This simple, lookup structure makes the travel-time computation extremely fast.
Comparing location accuracy for 2D and 3D seismic velocity models tends to be problematic because each model is usually determined using different inversion parameters and ray-tracing algorithms. Attempting to use a different ray-tracing algorithm than used to develop a model almost always results in poor travel-time prediction compared to the algorithm used when developing the model.
We will demonstrate that using an open-source framework (GeoTess, www.sandia.gov/geotess) that can easily store 3D travel-time data can overcome the ray-tracing algorithm hurdle. Travel-time lookup tables (one for each station and phase) can be generated using the exact ray-tracing algorithm that is preferred for a specified model. The lookup surfaces are generally applied as corrections to a simple 1D model and also include variations in event depth, as opposed to legacy source-specific station corrections (SSSCs), as well as estimates of path-specific travel-time uncertainty. Having a common travel-time framework used for a location algorithm allows individual 2D and 3D velocity models to be compared in a fair, consistent manner.
How to cite: Begnaud, M., Ballard, S., Conley, A., Hammond, P., and Young, C.: Comparing Higher-dimensional Velocity Models for Seismic Location Accuracy using a Consistent Travel Time Framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-926, https://doi.org/10.5194/egusphere-egu21-926, 2021.
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Historically, location algorithms have relied on simple, one-dimensional (1D, with depth) velocity models for fast, seismic event locations. The speed of these 1D models made them the preferred type of velocity model for operational needs, mainly due to computational requirements. Higher-dimensional (2D-3D) seismic velocity models are becoming more readily available from the scientific community and can provide significantly more accurate event locations over 1D models. The computational requirements of these higher-dimensional models tend to make their operational use prohibitive. The benefit of a 1D model is that it is generally used as travel-time lookup tables, one for each seismic phase, with travel-time predictions pre-calculated for event distance and depth. This simple, lookup structure makes the travel-time computation extremely fast.
Comparing location accuracy for 2D and 3D seismic velocity models tends to be problematic because each model is usually determined using different inversion parameters and ray-tracing algorithms. Attempting to use a different ray-tracing algorithm than used to develop a model almost always results in poor travel-time prediction compared to the algorithm used when developing the model.
We will demonstrate that using an open-source framework (GeoTess, www.sandia.gov/geotess) that can easily store 3D travel-time data can overcome the ray-tracing algorithm hurdle. Travel-time lookup tables (one for each station and phase) can be generated using the exact ray-tracing algorithm that is preferred for a specified model. The lookup surfaces are generally applied as corrections to a simple 1D model and also include variations in event depth, as opposed to legacy source-specific station corrections (SSSCs), as well as estimates of path-specific travel-time uncertainty. Having a common travel-time framework used for a location algorithm allows individual 2D and 3D velocity models to be compared in a fair, consistent manner.
How to cite: Begnaud, M., Ballard, S., Conley, A., Hammond, P., and Young, C.: Comparing Higher-dimensional Velocity Models for Seismic Location Accuracy using a Consistent Travel Time Framework, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-926, https://doi.org/10.5194/egusphere-egu21-926, 2021.
EGU21-1831 | vPICO presentations | NH8.6
Analyzing Deep Learning Performance for Seismic Waveform Discrimination at Global DistancesRayna Arora, Nimar Arora, and Ronan Le Bras
Deep Learning has shown a lot of promise in analyzing seismic waveforms for a number of tasks. However, most studies have focused on detections made at nearby stations that are roughly within 100km. These methods are not readily applicable for global-scale networks such as those maintained by the International Monitoring System (IMS). We look at the task of discriminating between earthquakes and explosions and attempt to apply a number of recent approaches for this task. In particular, we focus on events with magnitude between 3-4 mb that have been unambiguously classified by the International Seismological Center (ISC). We analyze the performance of methods that have been developed using a mix of Convolutional Neural Nets (CNNs) and Recursive Neural Nets (RNNs) as well as methods that use the so called GAN (Generative Adversarial Net)-“critic” approach of building features on seismic waveforms. We provide the guidance for the applicability of these methods for treaty monitoring purposes as well as building earthquake hazard maps using the IMS data.
How to cite: Arora, R., Arora, N., and Le Bras, R.: Analyzing Deep Learning Performance for Seismic Waveform Discrimination at Global Distances, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1831, https://doi.org/10.5194/egusphere-egu21-1831, 2021.
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Deep Learning has shown a lot of promise in analyzing seismic waveforms for a number of tasks. However, most studies have focused on detections made at nearby stations that are roughly within 100km. These methods are not readily applicable for global-scale networks such as those maintained by the International Monitoring System (IMS). We look at the task of discriminating between earthquakes and explosions and attempt to apply a number of recent approaches for this task. In particular, we focus on events with magnitude between 3-4 mb that have been unambiguously classified by the International Seismological Center (ISC). We analyze the performance of methods that have been developed using a mix of Convolutional Neural Nets (CNNs) and Recursive Neural Nets (RNNs) as well as methods that use the so called GAN (Generative Adversarial Net)-“critic” approach of building features on seismic waveforms. We provide the guidance for the applicability of these methods for treaty monitoring purposes as well as building earthquake hazard maps using the IMS data.
How to cite: Arora, R., Arora, N., and Le Bras, R.: Analyzing Deep Learning Performance for Seismic Waveform Discrimination at Global Distances, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1831, https://doi.org/10.5194/egusphere-egu21-1831, 2021.
EGU21-5062 | vPICO presentations | NH8.6
Efforts toward automatic aftershock sequences processing at the International Data CentreChristos Saragiotis
The number of aftershocks after a large main shock may increase the daily number of seismic events by an order of magnitude for a few days or even weeks. The large number of incoming arrivals reduces the effectiveness of automatic bulletin generation and significantly increases the work of the analysts. In the verification context such aftershocks may delay the production of the CTBTO Reviewed Event Bulletin, as well as mask clandestine nuclear tests. Consequently, the CTBTO has been investigating ways to improve the performance of the automatic processing during aftershock sequences.
In line with this investigation, the PTS launched a project with the objective to evaluate three algorithms that could address this issue, namely the Empirical Matched Field developed at NORSAR, the SeisCorr developed at Sandia National Labs and XSEL developed at the IDC. In this abstract we present comparisons on the performance of the three methods on the aftershock sequences of four very strong earthquakes: the Tohoku earthquake in Japan (March 2011), the Gorkha earthquake in Nepal (April 2015), the Illapel earthquake off the coast of Chile (September 2015) and the devastating earthquake in Papua New Guinea (February 2018).
How to cite: Saragiotis, C.: Efforts toward automatic aftershock sequences processing at the International Data Centre, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5062, https://doi.org/10.5194/egusphere-egu21-5062, 2021.
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The number of aftershocks after a large main shock may increase the daily number of seismic events by an order of magnitude for a few days or even weeks. The large number of incoming arrivals reduces the effectiveness of automatic bulletin generation and significantly increases the work of the analysts. In the verification context such aftershocks may delay the production of the CTBTO Reviewed Event Bulletin, as well as mask clandestine nuclear tests. Consequently, the CTBTO has been investigating ways to improve the performance of the automatic processing during aftershock sequences.
In line with this investigation, the PTS launched a project with the objective to evaluate three algorithms that could address this issue, namely the Empirical Matched Field developed at NORSAR, the SeisCorr developed at Sandia National Labs and XSEL developed at the IDC. In this abstract we present comparisons on the performance of the three methods on the aftershock sequences of four very strong earthquakes: the Tohoku earthquake in Japan (March 2011), the Gorkha earthquake in Nepal (April 2015), the Illapel earthquake off the coast of Chile (September 2015) and the devastating earthquake in Papua New Guinea (February 2018).
How to cite: Saragiotis, C.: Efforts toward automatic aftershock sequences processing at the International Data Centre, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5062, https://doi.org/10.5194/egusphere-egu21-5062, 2021.
EGU21-1994 | vPICO presentations | NH8.6
Combing empirical matched field processing at IMS station SPITS and convolutional neural networks for calving event detection in SvalbardAndreas Köhler and Steffen Mæland
We combine the empirical matched field (EMF) method and machine learning using Convolutional Neural Networks (CNNs) for calving event detection at the IMS station SPITS and GSN station KBS on the Arctic Archipelago of Svalbard. EMF detection with seismic arrays seeks to identify all signals similar to a single template generated by seismic events in a confined target region. In contrast to master event cross-correlation detectors, the detection statistic is not the waveform similarity, but the array beam power obtained using empirical phase delays (steering parameters) between the array stations. Unlike common delay-and-sum beamforming, the steering parameters do not need to represent a plane wave and are directly computed from the template signal without assuming a particular apparent velocity and back-azimuth. As for all detectors, the false alarms rate depends strongly on the beam power threshold setting and therefore needs appropriate tuning or alternatively post-processing. Here, we combine the EMF detector using a low detection threshold with a post-detection classification step. The classifier uses spectrograms of single-station three-component records and state-of-the-art CNNs pre-trained for image recognition. Spectrograms of three-component seismic data are hereby combined as RGB images. We apply the methodology to detect calving events at tidewater glaciers in the Kongsfjord region in Northwestern Svalbard. The EMF detector uses data of the SPITS array, at about 100 km distance to the glaciers, while the CNN classifier processes data from the single three-component station KBS at 15 km distance using time windows where the event is expected according to the EMF detection. The EMF detector combines templates for the P and for the S wave onsets of a confirmed, large calving event. The CNN spectrogram classifier is trained using classes of confirmed calving signals from four different glaciers in the Kongsfjord region, seismic noise examples, and regional tectonic seismic events. By splitting the data into training and test data set, the CNN classifier yields a recognition rate of 89% on average. This is encouragingly high given the complex nature of calving signals and their visually similar waveforms. Subsequently, we process continuous data of 6 months in 2016 using the EMF-CNN method to produce a time series of glacier calving. About 90% of the confirmed calving signals used for the CNN training are detected by EMF processing, and around 80% are assigned to the correct glacier after CNN classification. Such calving time series allow us to estimate and monitor ice loss at tidewater glaciers which in turn can help to better understand the impact of climate change in Polar regions. Combining the superior detection capability of (less common) seismic arrays at a larger source distance with a powerful machine learning classifier at single three-component stations closer to the source, is a promising approach not only for environmental monitoring, but also for event detection and classification in a CTBTO verification context.
How to cite: Köhler, A. and Mæland, S.: Combing empirical matched field processing at IMS station SPITS and convolutional neural networks for calving event detection in Svalbard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1994, https://doi.org/10.5194/egusphere-egu21-1994, 2021.
We combine the empirical matched field (EMF) method and machine learning using Convolutional Neural Networks (CNNs) for calving event detection at the IMS station SPITS and GSN station KBS on the Arctic Archipelago of Svalbard. EMF detection with seismic arrays seeks to identify all signals similar to a single template generated by seismic events in a confined target region. In contrast to master event cross-correlation detectors, the detection statistic is not the waveform similarity, but the array beam power obtained using empirical phase delays (steering parameters) between the array stations. Unlike common delay-and-sum beamforming, the steering parameters do not need to represent a plane wave and are directly computed from the template signal without assuming a particular apparent velocity and back-azimuth. As for all detectors, the false alarms rate depends strongly on the beam power threshold setting and therefore needs appropriate tuning or alternatively post-processing. Here, we combine the EMF detector using a low detection threshold with a post-detection classification step. The classifier uses spectrograms of single-station three-component records and state-of-the-art CNNs pre-trained for image recognition. Spectrograms of three-component seismic data are hereby combined as RGB images. We apply the methodology to detect calving events at tidewater glaciers in the Kongsfjord region in Northwestern Svalbard. The EMF detector uses data of the SPITS array, at about 100 km distance to the glaciers, while the CNN classifier processes data from the single three-component station KBS at 15 km distance using time windows where the event is expected according to the EMF detection. The EMF detector combines templates for the P and for the S wave onsets of a confirmed, large calving event. The CNN spectrogram classifier is trained using classes of confirmed calving signals from four different glaciers in the Kongsfjord region, seismic noise examples, and regional tectonic seismic events. By splitting the data into training and test data set, the CNN classifier yields a recognition rate of 89% on average. This is encouragingly high given the complex nature of calving signals and their visually similar waveforms. Subsequently, we process continuous data of 6 months in 2016 using the EMF-CNN method to produce a time series of glacier calving. About 90% of the confirmed calving signals used for the CNN training are detected by EMF processing, and around 80% are assigned to the correct glacier after CNN classification. Such calving time series allow us to estimate and monitor ice loss at tidewater glaciers which in turn can help to better understand the impact of climate change in Polar regions. Combining the superior detection capability of (less common) seismic arrays at a larger source distance with a powerful machine learning classifier at single three-component stations closer to the source, is a promising approach not only for environmental monitoring, but also for event detection and classification in a CTBTO verification context.
How to cite: Köhler, A. and Mæland, S.: Combing empirical matched field processing at IMS station SPITS and convolutional neural networks for calving event detection in Svalbard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1994, https://doi.org/10.5194/egusphere-egu21-1994, 2021.
EGU21-7650 | vPICO presentations | NH8.6
Potential effect of seasonally varying station thresholds on joint-maximum-likelihood magnitude estimates from bulletin dataSheila Peacock
Accurate seismic body-wave magnitudes (mb) are important in nuclear test-ban treaty verification. Network mean magnitudes are known to be biased when the effect of noise obscuring signal at some stations in the monitoring network is ignored. To overcome this bias a joint-maximum-likelihood method is used to invert bulletin amplitude and period measurements at a network of stations from a number of closely spaced sources, to estimate unbiased network mb values and station corrections. For each station a noise threshold is determined independently using the Kelly & Lacoss (1969) method, assuming that large samples of amplitudes reported in a bulletin (in this case from the International Seismological Centre, ISC) follow a Gutenberg-Richter distribution. Where stations report arrivals sufficiently frequently, the noise threshold can be estimated separately for different seasons, to highlight variations caused by, for instance, storms or freezing of nearby ocean. The noise thresholds at some stations differ by up to 0.4 magnitude units between seasons. Sensitivity of maximum-likelihood magnitude estimates of a group of announced explosions at the Nevada Test Site to variations in threshold at Canadian Arctic stations (compared with using the annual mean) is generally small (<∼0.01-0.02 units), and greatest for low-magnitude events in the “noisy” season, when the station magnitudes are below the seasonal threshold but above the annual average threshold.
UK Ministry of Defence © Crown copyright 2021/AWE
How to cite: Peacock, S.: Potential effect of seasonally varying station thresholds on joint-maximum-likelihood magnitude estimates from bulletin data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7650, https://doi.org/10.5194/egusphere-egu21-7650, 2021.
Accurate seismic body-wave magnitudes (mb) are important in nuclear test-ban treaty verification. Network mean magnitudes are known to be biased when the effect of noise obscuring signal at some stations in the monitoring network is ignored. To overcome this bias a joint-maximum-likelihood method is used to invert bulletin amplitude and period measurements at a network of stations from a number of closely spaced sources, to estimate unbiased network mb values and station corrections. For each station a noise threshold is determined independently using the Kelly & Lacoss (1969) method, assuming that large samples of amplitudes reported in a bulletin (in this case from the International Seismological Centre, ISC) follow a Gutenberg-Richter distribution. Where stations report arrivals sufficiently frequently, the noise threshold can be estimated separately for different seasons, to highlight variations caused by, for instance, storms or freezing of nearby ocean. The noise thresholds at some stations differ by up to 0.4 magnitude units between seasons. Sensitivity of maximum-likelihood magnitude estimates of a group of announced explosions at the Nevada Test Site to variations in threshold at Canadian Arctic stations (compared with using the annual mean) is generally small (<∼0.01-0.02 units), and greatest for low-magnitude events in the “noisy” season, when the station magnitudes are below the seasonal threshold but above the annual average threshold.
UK Ministry of Defence © Crown copyright 2021/AWE
How to cite: Peacock, S.: Potential effect of seasonally varying station thresholds on joint-maximum-likelihood magnitude estimates from bulletin data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7650, https://doi.org/10.5194/egusphere-egu21-7650, 2021.
EGU21-12506 | vPICO presentations | NH8.6
Finite-frequency effects for imaging underground cavitiesFelix M. Schneider, Petr Kolínský, and Götz Bokelmann
We study finite-frequency effects that arise in cavity detection. The task comes along with the Onsite-Inspection part for the Comprehensive Nuclear Test Ban Treaty (CTBT), where the remnants of a potential nuclear test need to be identified. In such nuclear tests, there is preexisting knowledge about the depths at which nuclear tests may take place, and also about sizes that such cavities can attain. The task of cavity detection has consistently been a difficult one in the past, which is surprising, since a cavity represents one of the strongest seismic anomalies one can ever have in the subsurface. A conclusion of this study is that considering finite-frequency effects are rather promising for cavity detection, and that it is worthwhile to take them into account. We utilize an analytical approach for the forward problem of the a seismic wave interacting with a underground cavity in order to develop an inversion routine that finds and detects an underground cavity utilizing the transmitted wave-field.
How to cite: Schneider, F. M., Kolínský, P., and Bokelmann, G.: Finite-frequency effects for imaging underground cavities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12506, https://doi.org/10.5194/egusphere-egu21-12506, 2021.
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We study finite-frequency effects that arise in cavity detection. The task comes along with the Onsite-Inspection part for the Comprehensive Nuclear Test Ban Treaty (CTBT), where the remnants of a potential nuclear test need to be identified. In such nuclear tests, there is preexisting knowledge about the depths at which nuclear tests may take place, and also about sizes that such cavities can attain. The task of cavity detection has consistently been a difficult one in the past, which is surprising, since a cavity represents one of the strongest seismic anomalies one can ever have in the subsurface. A conclusion of this study is that considering finite-frequency effects are rather promising for cavity detection, and that it is worthwhile to take them into account. We utilize an analytical approach for the forward problem of the a seismic wave interacting with a underground cavity in order to develop an inversion routine that finds and detects an underground cavity utilizing the transmitted wave-field.
How to cite: Schneider, F. M., Kolínský, P., and Bokelmann, G.: Finite-frequency effects for imaging underground cavities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12506, https://doi.org/10.5194/egusphere-egu21-12506, 2021.
EGU21-7025 | vPICO presentations | NH8.6
High-fidelity ocean seismo-acoustic propagation modelling for signal interpretation at the CTBT IMS hydroacoustic stationsPeter Nielsen, Mario Zampolli, Ronan Le Bras, Georgios Haralabus, Kevin Heaney, Emanuel Coelho, Jeffry Stevens, and Jeffrey Hanson
The Comprehensive Nuclear-Test-Ban Treaty’s (CTBT) International Monitoring System (IMS) is a world-wide network of stations and laboratories designed to detect nuclear explosions underground, in the oceans and in the atmosphere. The IMS incorporates four technologies: seismic, hydroacoustic and infrasound (collectively referred to as waveform technologies), and radionuclide (particulate and noble gas). The hydroacoustic component of the IMS consists of 6 hydroacoustic stations employing hydrophones suspended underwater near the axis of the Sound Fixing and Ranging (SOFAR) channel in the oceans and 5 near-shore seismic stations, called T-phase stations, located on islands or continental coastal regions. The T-phase stations are seismometers emplaced near the shore with the aim of detecting hydroacoustic signals that couple into the Earth’s crust near the coast. The main purpose of these hydroacoustic facilities is to detect nuclear test explosions in the oceans or near the surface of the oceans. Hydroacoustic signals propagate in the oceans very efficiently (little attenuation) and therefore the relatively small number of hydroacoustic stations suffice to cover most of the world’s oceans. However, interpretation of recorded signals even from known events can be difficult, since these signals propagate over very long distances. The ocean seismo-acoustic signals may on a global scale be affected by three-dimensional refraction, reflection and diffraction before arrival at a hydroacoustic station. In addition, ocean acoustic signals undergo a complex conversion to in-ground seismic signals when interacting with coastal regions that may modify signal features and evidence related to an explosion in the ocean before arrival at a T-station. The CTBTO has an ongoing effort to improve automatic detection, classification and localization of events, and to assist human analysts in interpreting these complex signals by incorporating knowledge obtained from high-fidelity seismo-acoustic modelling capabilities in the processing procedures. This presentation provides an overview of this project including justification of the choice of signal modelling approaches and validation of the models to fulfill accuracy criteria relevant for CTBTO. Examples of seismo-acoustic signal computations produced for inter-model comparisons and for assessing the relevance of such modelling capability to real operational scenarios are shown. Envisaged approaches for exploiting the complex modelling results and observations to improve the performance of the data processing are also presented.
How to cite: Nielsen, P., Zampolli, M., Le Bras, R., Haralabus, G., Heaney, K., Coelho, E., Stevens, J., and Hanson, J.: High-fidelity ocean seismo-acoustic propagation modelling for signal interpretation at the CTBT IMS hydroacoustic stations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7025, https://doi.org/10.5194/egusphere-egu21-7025, 2021.
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The Comprehensive Nuclear-Test-Ban Treaty’s (CTBT) International Monitoring System (IMS) is a world-wide network of stations and laboratories designed to detect nuclear explosions underground, in the oceans and in the atmosphere. The IMS incorporates four technologies: seismic, hydroacoustic and infrasound (collectively referred to as waveform technologies), and radionuclide (particulate and noble gas). The hydroacoustic component of the IMS consists of 6 hydroacoustic stations employing hydrophones suspended underwater near the axis of the Sound Fixing and Ranging (SOFAR) channel in the oceans and 5 near-shore seismic stations, called T-phase stations, located on islands or continental coastal regions. The T-phase stations are seismometers emplaced near the shore with the aim of detecting hydroacoustic signals that couple into the Earth’s crust near the coast. The main purpose of these hydroacoustic facilities is to detect nuclear test explosions in the oceans or near the surface of the oceans. Hydroacoustic signals propagate in the oceans very efficiently (little attenuation) and therefore the relatively small number of hydroacoustic stations suffice to cover most of the world’s oceans. However, interpretation of recorded signals even from known events can be difficult, since these signals propagate over very long distances. The ocean seismo-acoustic signals may on a global scale be affected by three-dimensional refraction, reflection and diffraction before arrival at a hydroacoustic station. In addition, ocean acoustic signals undergo a complex conversion to in-ground seismic signals when interacting with coastal regions that may modify signal features and evidence related to an explosion in the ocean before arrival at a T-station. The CTBTO has an ongoing effort to improve automatic detection, classification and localization of events, and to assist human analysts in interpreting these complex signals by incorporating knowledge obtained from high-fidelity seismo-acoustic modelling capabilities in the processing procedures. This presentation provides an overview of this project including justification of the choice of signal modelling approaches and validation of the models to fulfill accuracy criteria relevant for CTBTO. Examples of seismo-acoustic signal computations produced for inter-model comparisons and for assessing the relevance of such modelling capability to real operational scenarios are shown. Envisaged approaches for exploiting the complex modelling results and observations to improve the performance of the data processing are also presented.
How to cite: Nielsen, P., Zampolli, M., Le Bras, R., Haralabus, G., Heaney, K., Coelho, E., Stevens, J., and Hanson, J.: High-fidelity ocean seismo-acoustic propagation modelling for signal interpretation at the CTBT IMS hydroacoustic stations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7025, https://doi.org/10.5194/egusphere-egu21-7025, 2021.
EGU21-16337 | vPICO presentations | NH8.6
Validation of 3-dimensional ocean acoustic propagation models from benchmarks to global problemsKevin Heaney, Emanuel Coelho, Peter Nielsen, Mario Zampolli, and Georgios Haralabus
The ocean is an excellent medium for the propagation of low frequency sound, so much so, that the Preparatory Commission for the Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO) can monitor all the world’s oceans for nuclear tests with a small number of hydroacoustic stations (with multiple underwater hydrophones for triangulation) distributed around remote regions of the earth. The classification and localization system has been developed based upon 2-dimensional (2D) acoustic models, were the effects of horizontal refraction and diffraction have been ignored. These effects have been shown to have a large impact on the energy received behind (and reflected from) islands and seamounts. To demonstrate the maturity of modern 3-dimensional (3D) models, a set of test-cases were developed including: a benchmark (5°) wedge, a shallow water twin conical seamount case, a deep-water long-range island and seamount and the reconstruction of the acoustic propagation from the estimated source location of the hydroacoustic anomaly associated with the loss of the ARA San Juan off the coast of Argentina in 2017 to a receiving IMS hydroacoustic station. The models compared include two 3D Parabolic equations and the Bellhop3D raytrace algorithms. Comparisons show quantitative agreement between the models. The expectation is that this validation will provide a way forward to incorporate various combinations of these models into the CTBTO detection, classification and localization processing algorithm.
How to cite: Heaney, K., Coelho, E., Nielsen, P., Zampolli, M., and Haralabus, G.: Validation of 3-dimensional ocean acoustic propagation models from benchmarks to global problems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16337, https://doi.org/10.5194/egusphere-egu21-16337, 2021.
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The ocean is an excellent medium for the propagation of low frequency sound, so much so, that the Preparatory Commission for the Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO) can monitor all the world’s oceans for nuclear tests with a small number of hydroacoustic stations (with multiple underwater hydrophones for triangulation) distributed around remote regions of the earth. The classification and localization system has been developed based upon 2-dimensional (2D) acoustic models, were the effects of horizontal refraction and diffraction have been ignored. These effects have been shown to have a large impact on the energy received behind (and reflected from) islands and seamounts. To demonstrate the maturity of modern 3-dimensional (3D) models, a set of test-cases were developed including: a benchmark (5°) wedge, a shallow water twin conical seamount case, a deep-water long-range island and seamount and the reconstruction of the acoustic propagation from the estimated source location of the hydroacoustic anomaly associated with the loss of the ARA San Juan off the coast of Argentina in 2017 to a receiving IMS hydroacoustic station. The models compared include two 3D Parabolic equations and the Bellhop3D raytrace algorithms. Comparisons show quantitative agreement between the models. The expectation is that this validation will provide a way forward to incorporate various combinations of these models into the CTBTO detection, classification and localization processing algorithm.
How to cite: Heaney, K., Coelho, E., Nielsen, P., Zampolli, M., and Haralabus, G.: Validation of 3-dimensional ocean acoustic propagation models from benchmarks to global problems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16337, https://doi.org/10.5194/egusphere-egu21-16337, 2021.
EGU21-89 | vPICO presentations | NH8.6 | Highlight
Yield estimation of the 2020 Beirut explosion using open access waveform and remote sensing dataChristoph Pilger, Peter Gaebler, Patrick Hupe, Andre Kalia, Felix Schneider, Andreas Steinberg, Henriette Sudhaus, and Lars Ceranna
We report on a multi-technique analysis using publicly available data for investigating the huge, accidental explosion that struck the city of Beirut, Lebanon, on August 4, 2020. Its devastating shock wave led to thousands of injured with more than two hundred fatalities and caused immense damage to buildings and infrastructure. Our combined analysis of seismological, hydroacoustic, infrasonic and radar remote sensing data allows us to characterize the source as well as to estimate the explosive yield. The latter ranges between 0.8 and 1.1 kt TNT (kilotons of trinitrotoluene) equivalent and is plausible given the reported 2.75 kt of ammonium nitrate as explosive source. Data from the International Monitoring System of the CTBTO are used for infrasound array detections. Seismometer data from GEOFON and IRIS complement the source characterization based on seismic and acoustic signal recordings, which propagated in solid earth, water and air. Copernicus Sentinel data serve for radar remote sensing and damage estimation. As there are strict limitations for an on-site analysis of this catastrophic explosion, our presented approach based on openly accessible data from global station networks and satellite missions is of high scientific and social relevance that furthermore is transferable to other explosions.
How to cite: Pilger, C., Gaebler, P., Hupe, P., Kalia, A., Schneider, F., Steinberg, A., Sudhaus, H., and Ceranna, L.: Yield estimation of the 2020 Beirut explosion using open access waveform and remote sensing data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-89, https://doi.org/10.5194/egusphere-egu21-89, 2021.
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We report on a multi-technique analysis using publicly available data for investigating the huge, accidental explosion that struck the city of Beirut, Lebanon, on August 4, 2020. Its devastating shock wave led to thousands of injured with more than two hundred fatalities and caused immense damage to buildings and infrastructure. Our combined analysis of seismological, hydroacoustic, infrasonic and radar remote sensing data allows us to characterize the source as well as to estimate the explosive yield. The latter ranges between 0.8 and 1.1 kt TNT (kilotons of trinitrotoluene) equivalent and is plausible given the reported 2.75 kt of ammonium nitrate as explosive source. Data from the International Monitoring System of the CTBTO are used for infrasound array detections. Seismometer data from GEOFON and IRIS complement the source characterization based on seismic and acoustic signal recordings, which propagated in solid earth, water and air. Copernicus Sentinel data serve for radar remote sensing and damage estimation. As there are strict limitations for an on-site analysis of this catastrophic explosion, our presented approach based on openly accessible data from global station networks and satellite missions is of high scientific and social relevance that furthermore is transferable to other explosions.
How to cite: Pilger, C., Gaebler, P., Hupe, P., Kalia, A., Schneider, F., Steinberg, A., Sudhaus, H., and Ceranna, L.: Yield estimation of the 2020 Beirut explosion using open access waveform and remote sensing data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-89, https://doi.org/10.5194/egusphere-egu21-89, 2021.
EGU21-8474 | vPICO presentations | NH8.6 | Highlight
Ground-truth Reference Dataset of 1001 Rocket Launches for Space Missions and their Infrasonic SignaturesPatrick Hupe, Christoph Pilger, Peter Gaebler, and Lars Ceranna
The infrasound technique is applied to monitor atmospheric explosions in the context of the Comprehensive Nuclear-Test-Ban Treaty and, among other purposes, to characterize large meteoroids entering Earth's atmosphere. Anyhow, for both types of sources, the exact location and time are initially unknown and sometimes difficult to precisely estimate. In contrast, rocket launches are well-defined ground-truth events generating strong infrasonic signatures. In this study, we analyse infrasound signatures of 1001 rocket launches for space missions recorded at stations of the International Monitoring System between 2009 and mid-2020. We include all surface- or ocean-based launches within this period with known launch time, location, rocket type, and mission name; whereas launches of sounding rockets and ballistic missiles for scientific and military purposes, respectively, are excluded from our study. We characterize the infrasonic signatures of over 70 different types of rockets launched at 27 different globally distributed spaceports and are able to identify infrasound signatures from up to 73% of the launches considered. We use this unique dataset to estimate the global detectability of such events and to characterize rocket infrasound. We provide the results as a DOI-assigned ground-truth reference dataset for supporting its further use in geophysical and atmospheric research.
How to cite: Hupe, P., Pilger, C., Gaebler, P., and Ceranna, L.: Ground-truth Reference Dataset of 1001 Rocket Launches for Space Missions and their Infrasonic Signatures, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8474, https://doi.org/10.5194/egusphere-egu21-8474, 2021.
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The infrasound technique is applied to monitor atmospheric explosions in the context of the Comprehensive Nuclear-Test-Ban Treaty and, among other purposes, to characterize large meteoroids entering Earth's atmosphere. Anyhow, for both types of sources, the exact location and time are initially unknown and sometimes difficult to precisely estimate. In contrast, rocket launches are well-defined ground-truth events generating strong infrasonic signatures. In this study, we analyse infrasound signatures of 1001 rocket launches for space missions recorded at stations of the International Monitoring System between 2009 and mid-2020. We include all surface- or ocean-based launches within this period with known launch time, location, rocket type, and mission name; whereas launches of sounding rockets and ballistic missiles for scientific and military purposes, respectively, are excluded from our study. We characterize the infrasonic signatures of over 70 different types of rockets launched at 27 different globally distributed spaceports and are able to identify infrasound signatures from up to 73% of the launches considered. We use this unique dataset to estimate the global detectability of such events and to characterize rocket infrasound. We provide the results as a DOI-assigned ground-truth reference dataset for supporting its further use in geophysical and atmospheric research.
How to cite: Hupe, P., Pilger, C., Gaebler, P., and Ceranna, L.: Ground-truth Reference Dataset of 1001 Rocket Launches for Space Missions and their Infrasonic Signatures, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8474, https://doi.org/10.5194/egusphere-egu21-8474, 2021.
EGU21-6271 | vPICO presentations | NH8.6
Regional infrasound monitoring in UkraineOleksandr Liashchuk, Yevheniy Kariahin, Yuriy Andrushchenko, Ivan Tolchonov, and Leonid Kolesnykov
The infrasound network in Ukraine is represented by three infrasound arrays in Kamenets-Podilsky, Malin, and Gorodok. Also, additional single sensors are installed near Odesa, Kharkiv, and Zhytomyr. A total of 6 infrasound arrays are expected to be deployed. Condenser-type microbarographs are installed everywhere, a wind noise reduction system is available for each. The main task of the network is to monitor technogenic and natural activity and emergencies. At the same time, such a dense enough network can be successfully used to study the characteristics of the atmosphere. All registered digital data IS sent to the server of the National Data Center, where it automatically processed using algorithms F-statistics. The results of processing are available to the analyst in the operational database, where he rejects signals according to the criteria of speed, duration, and period. Also, at this stage provided a comparison between acoustic signals and seismic events. If necessary, additional processing of infrasound data is carried out using the PMCC. For powerful events, data from IMS CTBTO stations are also taken into account. If it is possible to identify an event using additional information, this is done (for example, media monitoring, reports of mining enterprises). As a result, the final bulletin is formed. The overwhelming number of registered signals of an explosive origin due to the work of the mining industry, technogenic accidents, and military operations. A number of signals from fireballs were recorded. Refinements using atmospheric models had not been carried out before, this practice started only this year. The results obtained can be used for a preliminary assessment of the potential of the regional infrasound network.
How to cite: Liashchuk, O., Kariahin, Y., Andrushchenko, Y., Tolchonov, I., and Kolesnykov, L.: Regional infrasound monitoring in Ukraine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6271, https://doi.org/10.5194/egusphere-egu21-6271, 2021.
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The infrasound network in Ukraine is represented by three infrasound arrays in Kamenets-Podilsky, Malin, and Gorodok. Also, additional single sensors are installed near Odesa, Kharkiv, and Zhytomyr. A total of 6 infrasound arrays are expected to be deployed. Condenser-type microbarographs are installed everywhere, a wind noise reduction system is available for each. The main task of the network is to monitor technogenic and natural activity and emergencies. At the same time, such a dense enough network can be successfully used to study the characteristics of the atmosphere. All registered digital data IS sent to the server of the National Data Center, where it automatically processed using algorithms F-statistics. The results of processing are available to the analyst in the operational database, where he rejects signals according to the criteria of speed, duration, and period. Also, at this stage provided a comparison between acoustic signals and seismic events. If necessary, additional processing of infrasound data is carried out using the PMCC. For powerful events, data from IMS CTBTO stations are also taken into account. If it is possible to identify an event using additional information, this is done (for example, media monitoring, reports of mining enterprises). As a result, the final bulletin is formed. The overwhelming number of registered signals of an explosive origin due to the work of the mining industry, technogenic accidents, and military operations. A number of signals from fireballs were recorded. Refinements using atmospheric models had not been carried out before, this practice started only this year. The results obtained can be used for a preliminary assessment of the potential of the regional infrasound network.
How to cite: Liashchuk, O., Kariahin, Y., Andrushchenko, Y., Tolchonov, I., and Kolesnykov, L.: Regional infrasound monitoring in Ukraine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6271, https://doi.org/10.5194/egusphere-egu21-6271, 2021.
EGU21-16476 | vPICO presentations | NH8.6
Infra-AUV project: Metrology for low-frequency sound and vibrationLars Ceranna, Thomas Bruns, Christian Koch, Dominique Rodrigues, Stephen Robinson, Jacob Holm Winther, Franck Larsonnier, and Richard Barham
Infra-AUV is a new EU project that will establish primary measurements standards for low frequency phenomena across the fields of airborne and underwater acoustics and vibration (seismology). Combining expertise from the national measurement institutes and geophysical monitoring station operators, it will develop both high-precision laboratory-based methods of calibration and methods suitable for field use. Infra-AUV will also address requirements for reference sensors that link laboratory calibration capabilities to field requirements for measurement traceability.
To establish standards in the three technical areas, a variety of calibration principles will be employed, including extension of existing techniques such as reciprocity and optical interferometry, and development of new methods. There will also be an investigation of the potential for in-situ calibration methods, including use of both artificially generated and naturally occurring stimuli such as microseisms and microbaroms. The influence of calibration uncertainties on the determination of the measurands required by the monitoring networks will also be studied.
The project was strongly motivated by the CTBTO strategy to drive new metrology capability to underpin IMS data. The intention is to maintain interaction with stakeholders, not only in connection with the IMS, but with the broad range of users of low frequency acoustic and vibration data.
How to cite: Ceranna, L., Bruns, T., Koch, C., Rodrigues, D., Robinson, S., Winther, J. H., Larsonnier, F., and Barham, R.: Infra-AUV project: Metrology for low-frequency sound and vibration, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16476, https://doi.org/10.5194/egusphere-egu21-16476, 2021.
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Infra-AUV is a new EU project that will establish primary measurements standards for low frequency phenomena across the fields of airborne and underwater acoustics and vibration (seismology). Combining expertise from the national measurement institutes and geophysical monitoring station operators, it will develop both high-precision laboratory-based methods of calibration and methods suitable for field use. Infra-AUV will also address requirements for reference sensors that link laboratory calibration capabilities to field requirements for measurement traceability.
To establish standards in the three technical areas, a variety of calibration principles will be employed, including extension of existing techniques such as reciprocity and optical interferometry, and development of new methods. There will also be an investigation of the potential for in-situ calibration methods, including use of both artificially generated and naturally occurring stimuli such as microseisms and microbaroms. The influence of calibration uncertainties on the determination of the measurands required by the monitoring networks will also be studied.
The project was strongly motivated by the CTBTO strategy to drive new metrology capability to underpin IMS data. The intention is to maintain interaction with stakeholders, not only in connection with the IMS, but with the broad range of users of low frequency acoustic and vibration data.
How to cite: Ceranna, L., Bruns, T., Koch, C., Rodrigues, D., Robinson, S., Winther, J. H., Larsonnier, F., and Barham, R.: Infra-AUV project: Metrology for low-frequency sound and vibration, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16476, https://doi.org/10.5194/egusphere-egu21-16476, 2021.
EGU21-12100 | vPICO presentations | NH8.6
Data-based kernel density equations for probability distributions of releases of CTBT-relevant radioxenon isotopes from nuclear facilities and when arriving at IMS stations after atmospheric transportMartin Kalinowski and Boxue Liu
For the International Monitoring System (IMS) to be effective, it is vital that nuclear explosion signals can be distinguished from natural and man-made radioactivity in the atmosphere. The International Data Centre (IDC) of the Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO) applies standard event screening criteria, with the objective of characterizing, highlighting, and thereby screening out, events considered to be consistent with natural phenomena or non-nuclear explosive, man-made phenomena. The objective of this study is to apply the kernel density (KD) approach to generate and investigate probability distributions of isotopic ratios for radioxenon releases from certain types of sources. The goal is to create probability density functions that could be applied e.g. with a Bayesian method to determine the probability whether an IMS observation can be explained by known sources or could possibly be caused by a nuclear explosion. KD equations for nuclear facility releases are derived from the data set of the radioxenon emission inventory of all nuclear power plants and all nuclear research reactors, as well as selected medical isotope production facilities in the calendar year 2014. For all types of sources, KD equations will be linked with isotopic ratio calculations that connect the sources and IMS stations as receiver.
How to cite: Kalinowski, M. and Liu, B.: Data-based kernel density equations for probability distributions of releases of CTBT-relevant radioxenon isotopes from nuclear facilities and when arriving at IMS stations after atmospheric transport, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12100, https://doi.org/10.5194/egusphere-egu21-12100, 2021.
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For the International Monitoring System (IMS) to be effective, it is vital that nuclear explosion signals can be distinguished from natural and man-made radioactivity in the atmosphere. The International Data Centre (IDC) of the Comprehensive Nuclear-Test-Ban Treaty Organization (CTBTO) applies standard event screening criteria, with the objective of characterizing, highlighting, and thereby screening out, events considered to be consistent with natural phenomena or non-nuclear explosive, man-made phenomena. The objective of this study is to apply the kernel density (KD) approach to generate and investigate probability distributions of isotopic ratios for radioxenon releases from certain types of sources. The goal is to create probability density functions that could be applied e.g. with a Bayesian method to determine the probability whether an IMS observation can be explained by known sources or could possibly be caused by a nuclear explosion. KD equations for nuclear facility releases are derived from the data set of the radioxenon emission inventory of all nuclear power plants and all nuclear research reactors, as well as selected medical isotope production facilities in the calendar year 2014. For all types of sources, KD equations will be linked with isotopic ratio calculations that connect the sources and IMS stations as receiver.
How to cite: Kalinowski, M. and Liu, B.: Data-based kernel density equations for probability distributions of releases of CTBT-relevant radioxenon isotopes from nuclear facilities and when arriving at IMS stations after atmospheric transport, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12100, https://doi.org/10.5194/egusphere-egu21-12100, 2021.
EGU21-9390 | vPICO presentations | NH8.6
Anomalous measurements at SEP63 IMS station in June 2020: a preliminary forensic approachGiuseppe Ottaviano, Antonietta Rizzo, Chiara Telloli, Alberto Ubaldini, Barbara Ferrucci, and Franca Padoani
How to cite: Ottaviano, G., Rizzo, A., Telloli, C., Ubaldini, A., Ferrucci, B., and Padoani, F.: Anomalous measurements at SEP63 IMS station in June 2020: a preliminary forensic approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9390, https://doi.org/10.5194/egusphere-egu21-9390, 2021.
How to cite: Ottaviano, G., Rizzo, A., Telloli, C., Ubaldini, A., Ferrucci, B., and Padoani, F.: Anomalous measurements at SEP63 IMS station in June 2020: a preliminary forensic approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9390, https://doi.org/10.5194/egusphere-egu21-9390, 2021.
EGU21-15064 | vPICO presentations | NH8.6
Scenario design and analysis tasks of the National Data Centre Preparedness Exercise (NPE) 2019Ole Ross, Nicolai Gesternann, Peter Gaebler, Lars Ceranna, Antonietta Rizzo, and Giuseppe Ottaviano
National Data Centre (NDC) Preparedness Exercises (NPE) base on partially simulated scenarios of CTBT relevant events distributed to all NDC. They provide an opportunity to practice the verification procedures for the detection of nuclear explosions in the framework of CTBT monitoring. The NPE 2019 scenario was developed in close cooperation between the Italian NDC-RN (ENEA) and the German NDC (BGR). The fictitious state RAETIA announced a reactor incident with release of unspecified radionuclides into the atmosphere. Simulated concentrations of particulate and noble gas isotopes at IMS stations were given to the participants. The task was to check the consistency with the announcement and to search for waveform events in the potential source region of the radioisotopes.
During NPE2019 an Exercise Expert Technical Analysis was requested from the IDC for the first time. A fictitious state party provided within the scenario (simulated) national measurements of radionuclides and asked for assisistance in analysing the additional samples. Especially backward ATM and the search for seismic events in the possible source region was requested. In addition the overall consistency to potential emissions of the reactor incident declared by the ficititious state RAETIA was questioned. In the third and last stage of the exercise, national regional seismic data were distributed among the particpants which contained an (synthetically manipulated) anomaly pointing on a explosive event.
How to cite: Ross, O., Gesternann, N., Gaebler, P., Ceranna, L., Rizzo, A., and Ottaviano, G.: Scenario design and analysis tasks of the National Data Centre Preparedness Exercise (NPE) 2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15064, https://doi.org/10.5194/egusphere-egu21-15064, 2021.
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National Data Centre (NDC) Preparedness Exercises (NPE) base on partially simulated scenarios of CTBT relevant events distributed to all NDC. They provide an opportunity to practice the verification procedures for the detection of nuclear explosions in the framework of CTBT monitoring. The NPE 2019 scenario was developed in close cooperation between the Italian NDC-RN (ENEA) and the German NDC (BGR). The fictitious state RAETIA announced a reactor incident with release of unspecified radionuclides into the atmosphere. Simulated concentrations of particulate and noble gas isotopes at IMS stations were given to the participants. The task was to check the consistency with the announcement and to search for waveform events in the potential source region of the radioisotopes.
During NPE2019 an Exercise Expert Technical Analysis was requested from the IDC for the first time. A fictitious state party provided within the scenario (simulated) national measurements of radionuclides and asked for assisistance in analysing the additional samples. Especially backward ATM and the search for seismic events in the possible source region was requested. In addition the overall consistency to potential emissions of the reactor incident declared by the ficititious state RAETIA was questioned. In the third and last stage of the exercise, national regional seismic data were distributed among the particpants which contained an (synthetically manipulated) anomaly pointing on a explosive event.
How to cite: Ross, O., Gesternann, N., Gaebler, P., Ceranna, L., Rizzo, A., and Ottaviano, G.: Scenario design and analysis tasks of the National Data Centre Preparedness Exercise (NPE) 2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15064, https://doi.org/10.5194/egusphere-egu21-15064, 2021.
EGU21-10866 | vPICO presentations | NH8.6
Evaluation of High-Resolution Atmospheric Transport Modelling within the framework of the CTBT with Xe-133 observations in Germany and stack emission data from medical isotope productionJolanta Kusmierczyk-Michulec, Anne Tipka, and Martin Kalinowski
For every atmospheric radionuclide sample taken by the International Monitoring System (IMS) of the Comprehensive Nuclear-Test-Ban Treaty Organisation (CTBTO), the CTBTO makes use of operational Atmospheric Transport Modelling (ATM) to assist States Signatories in localization of possible source regions of any measured substance. Currently, ATM is accomplished by using the Lagrangian particle dispersion model (LPDM) FLEXPART driven by global meteorological fields with a spatial resolution of 0.5 degrees and 1 hourly temporal resolution. Meteorological fields are provided by the European Centre for Medium-Range Weather Forecasts (ECMWF ) and the National Centers for Environmental Prediction (NCEP).
Recent studies to increase the accuracy in the CTBTO’s localization process to be applied for specific detection events, utilizes High-Resolution Atmospheric Transport Modelling (HRATM) by using the Weather Research and Forecasting model (WRF) to generate high-resolution meteorological input data for the LPDM version Flexpart-WRF.
This presentation uses measurements from the International Monitoring System (IMS) station DEX33 in Germany of seven episodes of elevated Xe-133 concentrations in 2014 in combination with with the stack emission data of the medical isotope production facility IRE in Fleurus, Belgium. Each episode consists of 6 to 11 subsequent 24-hour samples. Backward simulations for each sample are conducted and the sensitivity to the stack emission data are analysed. All samples determined to represent a detection of IRE releases are selected to be used for an evaluation study.
Evaluating the CTBTO’s utilization of HRATM requires to investigate the ability to localize the source region as well as the accuracy of the match and the computational performance to accomplish these results. The evaluation of HRATM results is done by using statistical metrics established during former ATM challenges. Concerning the computational performance and to account for uncertainties, sensitivity studies with varying spatial resolutions, physical parameterization variations and different regional domain setups for WRF were accomplished. This comprises a reference comparison to the operational ATM FLEXPART model with an increased spatial resolution to 0.1 degrees.
How to cite: Kusmierczyk-Michulec, J., Tipka, A., and Kalinowski, M.: Evaluation of High-Resolution Atmospheric Transport Modelling within the framework of the CTBT with Xe-133 observations in Germany and stack emission data from medical isotope production, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10866, https://doi.org/10.5194/egusphere-egu21-10866, 2021.
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For every atmospheric radionuclide sample taken by the International Monitoring System (IMS) of the Comprehensive Nuclear-Test-Ban Treaty Organisation (CTBTO), the CTBTO makes use of operational Atmospheric Transport Modelling (ATM) to assist States Signatories in localization of possible source regions of any measured substance. Currently, ATM is accomplished by using the Lagrangian particle dispersion model (LPDM) FLEXPART driven by global meteorological fields with a spatial resolution of 0.5 degrees and 1 hourly temporal resolution. Meteorological fields are provided by the European Centre for Medium-Range Weather Forecasts (ECMWF ) and the National Centers for Environmental Prediction (NCEP).
Recent studies to increase the accuracy in the CTBTO’s localization process to be applied for specific detection events, utilizes High-Resolution Atmospheric Transport Modelling (HRATM) by using the Weather Research and Forecasting model (WRF) to generate high-resolution meteorological input data for the LPDM version Flexpart-WRF.
This presentation uses measurements from the International Monitoring System (IMS) station DEX33 in Germany of seven episodes of elevated Xe-133 concentrations in 2014 in combination with with the stack emission data of the medical isotope production facility IRE in Fleurus, Belgium. Each episode consists of 6 to 11 subsequent 24-hour samples. Backward simulations for each sample are conducted and the sensitivity to the stack emission data are analysed. All samples determined to represent a detection of IRE releases are selected to be used for an evaluation study.
Evaluating the CTBTO’s utilization of HRATM requires to investigate the ability to localize the source region as well as the accuracy of the match and the computational performance to accomplish these results. The evaluation of HRATM results is done by using statistical metrics established during former ATM challenges. Concerning the computational performance and to account for uncertainties, sensitivity studies with varying spatial resolutions, physical parameterization variations and different regional domain setups for WRF were accomplished. This comprises a reference comparison to the operational ATM FLEXPART model with an increased spatial resolution to 0.1 degrees.
How to cite: Kusmierczyk-Michulec, J., Tipka, A., and Kalinowski, M.: Evaluation of High-Resolution Atmospheric Transport Modelling within the framework of the CTBT with Xe-133 observations in Germany and stack emission data from medical isotope production, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10866, https://doi.org/10.5194/egusphere-egu21-10866, 2021.
NH9.1 – Natural hazards and vulnerable societies – perspectives on natural hazard risk methods, data, interactions, and practice from global to local scales
EGU21-2241 | vPICO presentations | NH9.1
A globally consistent probabilistic wildfire risk model to assess economic damagesSamuel Lüthi and David Bresch
Wildfire risk around the world is rapidly increasing, leading to dramatic impacts on ecosystems and society. Economic damages of the past seasons threaten individual households, insurance companies, brokers and governmental authorities alike. Here, we present a probabilistic wildfire risk model to assess fire and economic risk. The model creates synthetic fire seasons through probabilistic ignition and dynamic random-walk spreading of fires.
The risk of natural catastrophes is commonly modeled using the three components hazard, exposure and vulnerability. This approach is used in the well-established open-source platform CLIMADA (CLIMate ADAptation). Here we show its extension for a globally consistent wildfire risk model. The model allows for the evaluation of economic damages of past and current wildfire events as well as a probabilistic risk assessment for any exposure on a seasonal basis. It is built on open and global data to ensure consistent modelling, including in data-sparse regions.
The hazard component uses Fire Information for Resource Management System (FIRMS) data acquired by the MODIS and VIIRS satellite missions and provided by Earthdata. We aggregate point information of fire activity using clustering algorithms over space and time to identify separate events while allowing for different resolutions (minimum of 375 m). For the exposure component, CLIMADA’s LitPop model is used, which geographically distributes assets using data on night-light intensity and population density. To assess the vulnerability, the model has been calibrated using reported damage data. Although uncertainties remain large, error scores after calibration resemble those of well-established hazards, such as tropical cyclones. To allow for probabilistic risk assessment, synthetic fire seasons are generated using a random-walk-type stochastic fire generator, which hinges on grid-point specific fire spread probabilities combined with an overall fire propagation probability. The framework further allows for a simple integration of additional data in order to reflect climate trends.
How to cite: Lüthi, S. and Bresch, D.: A globally consistent probabilistic wildfire risk model to assess economic damages, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2241, https://doi.org/10.5194/egusphere-egu21-2241, 2021.
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Wildfire risk around the world is rapidly increasing, leading to dramatic impacts on ecosystems and society. Economic damages of the past seasons threaten individual households, insurance companies, brokers and governmental authorities alike. Here, we present a probabilistic wildfire risk model to assess fire and economic risk. The model creates synthetic fire seasons through probabilistic ignition and dynamic random-walk spreading of fires.
The risk of natural catastrophes is commonly modeled using the three components hazard, exposure and vulnerability. This approach is used in the well-established open-source platform CLIMADA (CLIMate ADAptation). Here we show its extension for a globally consistent wildfire risk model. The model allows for the evaluation of economic damages of past and current wildfire events as well as a probabilistic risk assessment for any exposure on a seasonal basis. It is built on open and global data to ensure consistent modelling, including in data-sparse regions.
The hazard component uses Fire Information for Resource Management System (FIRMS) data acquired by the MODIS and VIIRS satellite missions and provided by Earthdata. We aggregate point information of fire activity using clustering algorithms over space and time to identify separate events while allowing for different resolutions (minimum of 375 m). For the exposure component, CLIMADA’s LitPop model is used, which geographically distributes assets using data on night-light intensity and population density. To assess the vulnerability, the model has been calibrated using reported damage data. Although uncertainties remain large, error scores after calibration resemble those of well-established hazards, such as tropical cyclones. To allow for probabilistic risk assessment, synthetic fire seasons are generated using a random-walk-type stochastic fire generator, which hinges on grid-point specific fire spread probabilities combined with an overall fire propagation probability. The framework further allows for a simple integration of additional data in order to reflect climate trends.
How to cite: Lüthi, S. and Bresch, D.: A globally consistent probabilistic wildfire risk model to assess economic damages, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2241, https://doi.org/10.5194/egusphere-egu21-2241, 2021.
EGU21-4499 | vPICO presentations | NH9.1
Fire Following Earthquake in the catastrophe models: Case study – Vancouver region, CanadaSvetlana Stripajova, Jan Vodicka, Peter Pazak, and Goran Trendafiloski
Fire following earthquake (FFE) can pose considerable threat in densely populated urban area with significant earthquake hazard and presence of non-fire-resistant buildings typology. Severe building damage and consequently broken pipelines can lead to release of flammable gasses and liquid, which increase possibility of fire occurrence when they come into contact with ignition sources, like short circuits or open flames. Numerous simultaneous ignitions followed by uncontrolled fire spread to adjacent buildings can lead to major fires and conflagrations, whose damage can substantially exceed the earthquake shaking damage. Well-known example of such high financial losses due to FFE is Mw 7.9 San Francisco 1906, where Great Fire losses were 10 times higher than due to earthquake shaking itself. Thus, the quantification of FFE losses has particularly important role for the current underwriting products and the industry requires their further detailed consideration in the catastrophe models and pricing approaches. Impact Forecasting, Aon’s catastrophe model development centre of excellence, has been committed to help (re)insurers on that matter.
This paper presents quantification of FFE contribution to mean losses for case study of the Vancouver region, Canada for specific scenario Mw 7.5 Strait of Georgia crustal earthquake. FFE methodology encompasses 3 phases: ignitions, fire spread and suppression and loss estimation. Number of ignitions (fires that require fire department response) and their location were calculated using HAZUS empirical equation with input variables earthquake shaking intensity and estimated total building floor area. An urban fire spread is a complicated phenomenon that includes numerous uncertainties. An advanced cellular automata (CA) engine is used for simulation of the fire spread and suppression based on Zhao 2011. The CA engine represents collection of grid-arranged cells, where each grid cell changes state as a function of time according to a defined set of rules that includes the states of adjacent cells. The CA simulations include only matrix mathematical operations that allow us to take into account building construction types and their damage due to earthquake shaking, meteorological and environmental data and fire suppression modifiers. Unlike in older empirical approach, the fire spread CA engine enable to consider fire spread not only from initially ignited building as well as fire developing within a single building, building-to-building fire spread, and fire extinguishing works at the same time. An output of CA engine is the building fire-state grades based on which damage functions are created with PGA as input parameter at the level of 3-digit postal codes. For the chosen scenario potential contribution to mean loss due to FFE could be up to 75% depending on typical buildings setting within 3-digit postal codes.
How to cite: Stripajova, S., Vodicka, J., Pazak, P., and Trendafiloski, G.: Fire Following Earthquake in the catastrophe models: Case study – Vancouver region, Canada, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4499, https://doi.org/10.5194/egusphere-egu21-4499, 2021.
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Fire following earthquake (FFE) can pose considerable threat in densely populated urban area with significant earthquake hazard and presence of non-fire-resistant buildings typology. Severe building damage and consequently broken pipelines can lead to release of flammable gasses and liquid, which increase possibility of fire occurrence when they come into contact with ignition sources, like short circuits or open flames. Numerous simultaneous ignitions followed by uncontrolled fire spread to adjacent buildings can lead to major fires and conflagrations, whose damage can substantially exceed the earthquake shaking damage. Well-known example of such high financial losses due to FFE is Mw 7.9 San Francisco 1906, where Great Fire losses were 10 times higher than due to earthquake shaking itself. Thus, the quantification of FFE losses has particularly important role for the current underwriting products and the industry requires their further detailed consideration in the catastrophe models and pricing approaches. Impact Forecasting, Aon’s catastrophe model development centre of excellence, has been committed to help (re)insurers on that matter.
This paper presents quantification of FFE contribution to mean losses for case study of the Vancouver region, Canada for specific scenario Mw 7.5 Strait of Georgia crustal earthquake. FFE methodology encompasses 3 phases: ignitions, fire spread and suppression and loss estimation. Number of ignitions (fires that require fire department response) and their location were calculated using HAZUS empirical equation with input variables earthquake shaking intensity and estimated total building floor area. An urban fire spread is a complicated phenomenon that includes numerous uncertainties. An advanced cellular automata (CA) engine is used for simulation of the fire spread and suppression based on Zhao 2011. The CA engine represents collection of grid-arranged cells, where each grid cell changes state as a function of time according to a defined set of rules that includes the states of adjacent cells. The CA simulations include only matrix mathematical operations that allow us to take into account building construction types and their damage due to earthquake shaking, meteorological and environmental data and fire suppression modifiers. Unlike in older empirical approach, the fire spread CA engine enable to consider fire spread not only from initially ignited building as well as fire developing within a single building, building-to-building fire spread, and fire extinguishing works at the same time. An output of CA engine is the building fire-state grades based on which damage functions are created with PGA as input parameter at the level of 3-digit postal codes. For the chosen scenario potential contribution to mean loss due to FFE could be up to 75% depending on typical buildings setting within 3-digit postal codes.
How to cite: Stripajova, S., Vodicka, J., Pazak, P., and Trendafiloski, G.: Fire Following Earthquake in the catastrophe models: Case study – Vancouver region, Canada, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4499, https://doi.org/10.5194/egusphere-egu21-4499, 2021.
EGU21-16000 | vPICO presentations | NH9.1
Improving global land subsidence analysisPablo Ezquerro, Gerardo Herrera-García, Roberto Tomás, Marta Béjar-Pizarro, Juan López-Vinielles, Mauro Rossi, Rosa M. Mateos, Dora Carreón-Freyre, John Lambert, Pietro Teatini, Enrique Cabral-Cano, Gilles Erkens, Devin Galloway, Wei-Chia Hung, Najeebullah Kakar, Michelle Sneed, Luigi Tosi, Hanmei Wang, and Shujun Ye
Land subsidence associated with groundwater withdrawal is often an underestimated geological hazard that may produce important damage to buildings and infrastructure, change flood risk in some areas, and cause loss of groundwater storage capacity. In the current framework of global climate change, the increasing agricultural and urban use of groundwater resources is a growing problem, especially in arid and semiarid areas. Because monitoring subsidence in these areas is important for management, but early detection is difficult due to slow displacement rates, we developed global groundwater induced land subsidence probability maps. Global land subsidence probability was calculated by applying statistical methods to a set of susceptible geographical, environmental and geological properties based on known, documented subsidence affected areas. Highest values of subsidence probability are concentrated over flat areas composed of unconsolidated sediments, and in agricultural or urban areas subject to prolonged dry periods. Including water scarcity and groundwater use data resulted in an estimation of a proxy land subsidence hazard. Calculated probability does not imply that all the high value areas are currently incurring land subsidence, but it can alert policymakers and groundwater managers to areas that have potential exposure to subsidence hazards and warrant monitoring. The complete results of this work are published in Science Policy Forum section under the title “Mapping the global threat of land subsidence” DOI: 10.1126/science.abb8549
How to cite: Ezquerro, P., Herrera-García, G., Tomás, R., Béjar-Pizarro, M., López-Vinielles, J., Rossi, M., Mateos, R. M., Carreón-Freyre, D., Lambert, J., Teatini, P., Cabral-Cano, E., Erkens, G., Galloway, D., Hung, W.-C., Kakar, N., Sneed, M., Tosi, L., Wang, H., and Ye, S.: Improving global land subsidence analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16000, https://doi.org/10.5194/egusphere-egu21-16000, 2021.
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Land subsidence associated with groundwater withdrawal is often an underestimated geological hazard that may produce important damage to buildings and infrastructure, change flood risk in some areas, and cause loss of groundwater storage capacity. In the current framework of global climate change, the increasing agricultural and urban use of groundwater resources is a growing problem, especially in arid and semiarid areas. Because monitoring subsidence in these areas is important for management, but early detection is difficult due to slow displacement rates, we developed global groundwater induced land subsidence probability maps. Global land subsidence probability was calculated by applying statistical methods to a set of susceptible geographical, environmental and geological properties based on known, documented subsidence affected areas. Highest values of subsidence probability are concentrated over flat areas composed of unconsolidated sediments, and in agricultural or urban areas subject to prolonged dry periods. Including water scarcity and groundwater use data resulted in an estimation of a proxy land subsidence hazard. Calculated probability does not imply that all the high value areas are currently incurring land subsidence, but it can alert policymakers and groundwater managers to areas that have potential exposure to subsidence hazards and warrant monitoring. The complete results of this work are published in Science Policy Forum section under the title “Mapping the global threat of land subsidence” DOI: 10.1126/science.abb8549
How to cite: Ezquerro, P., Herrera-García, G., Tomás, R., Béjar-Pizarro, M., López-Vinielles, J., Rossi, M., Mateos, R. M., Carreón-Freyre, D., Lambert, J., Teatini, P., Cabral-Cano, E., Erkens, G., Galloway, D., Hung, W.-C., Kakar, N., Sneed, M., Tosi, L., Wang, H., and Ye, S.: Improving global land subsidence analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16000, https://doi.org/10.5194/egusphere-egu21-16000, 2021.
EGU21-15176 | vPICO presentations | NH9.1
Exploring the effects of adaptation policies on sea-level rise-induced migration at continental scaleLena Reimann, Bryan Jones, Claudia Wolff, and Athanasios Vafeidis
Accelerating sea-level rise (SLR) in the course of the 21st century will lead to population displacement and migration, the intensity and patterns of which will largely depend on the type and efficiency of adaptation strategies pursued. Thus far, the potential feedbacks between adaptation and SLR-induced migration have not been considered in continental-scale assessments. This study explores the effect of three coastal adaptation policy scenarios – 1) ‘build with nature’, 2) ‘hold the line’, 3) ‘save yourself’ – on migration due to SLR, using a gravity-based population downscaling model calibrated to the Mediterranean region. The policy scenarios are consistent with the socioeconomic developments described under the Shared Socioeconomic Pathways (SSPs). Combining these with a range of SLR scenarios, we produce spatial population projections from 2020 to 2100 that allow for estimating SLR-induced migration with and without adaptation. Preliminary results show that, without adaptation, SLR may lead to migration of 10 million (SSP1-RCP2.6) to 16 million (SSP3-RCP4.5) people currently living in low-lying coastal areas of the Mediterranean until 2100. With adaptation, the number of migrants until 2100 could be reduced by 2.1 million under the ‘build with nature’ scenario (SSP1-RCP2.6) and by up to 6 million under the ‘hold the line’ scenario (SSP5-RCP8.5). These results suggest that adaptation can be effective in reducing the number of migrants due to SLR, in particular when engineered solutions such as dikes are pursued. However, while the number of SLR-related migrants can be reduced by 50% under the ‘hold the line’ scenario, impacts would be high in case of protection failure during extreme sea level conditions. Allowing for exploring the effects of different adaptation policies on SLR-induced migration, we anticipate that our findings can provide a suitable basis for decision-making, for example in adaptation planning or regional development planning.
How to cite: Reimann, L., Jones, B., Wolff, C., and Vafeidis, A.: Exploring the effects of adaptation policies on sea-level rise-induced migration at continental scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15176, https://doi.org/10.5194/egusphere-egu21-15176, 2021.
Accelerating sea-level rise (SLR) in the course of the 21st century will lead to population displacement and migration, the intensity and patterns of which will largely depend on the type and efficiency of adaptation strategies pursued. Thus far, the potential feedbacks between adaptation and SLR-induced migration have not been considered in continental-scale assessments. This study explores the effect of three coastal adaptation policy scenarios – 1) ‘build with nature’, 2) ‘hold the line’, 3) ‘save yourself’ – on migration due to SLR, using a gravity-based population downscaling model calibrated to the Mediterranean region. The policy scenarios are consistent with the socioeconomic developments described under the Shared Socioeconomic Pathways (SSPs). Combining these with a range of SLR scenarios, we produce spatial population projections from 2020 to 2100 that allow for estimating SLR-induced migration with and without adaptation. Preliminary results show that, without adaptation, SLR may lead to migration of 10 million (SSP1-RCP2.6) to 16 million (SSP3-RCP4.5) people currently living in low-lying coastal areas of the Mediterranean until 2100. With adaptation, the number of migrants until 2100 could be reduced by 2.1 million under the ‘build with nature’ scenario (SSP1-RCP2.6) and by up to 6 million under the ‘hold the line’ scenario (SSP5-RCP8.5). These results suggest that adaptation can be effective in reducing the number of migrants due to SLR, in particular when engineered solutions such as dikes are pursued. However, while the number of SLR-related migrants can be reduced by 50% under the ‘hold the line’ scenario, impacts would be high in case of protection failure during extreme sea level conditions. Allowing for exploring the effects of different adaptation policies on SLR-induced migration, we anticipate that our findings can provide a suitable basis for decision-making, for example in adaptation planning or regional development planning.
How to cite: Reimann, L., Jones, B., Wolff, C., and Vafeidis, A.: Exploring the effects of adaptation policies on sea-level rise-induced migration at continental scale, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15176, https://doi.org/10.5194/egusphere-egu21-15176, 2021.
EGU21-1829 | vPICO presentations | NH9.1
How much do modeled tropical cyclone impacts depend on the hazard set choice?Simona Meiler, Kerry Emanuel, and David N. Bresch
Tropical cyclones (TC) cause devastating damage to infrastructure and are a concerning threat to human life. Records of historical TCs are very limited and therefore the data to study impacts of this natural hazard remain sparse. The generation of synthetic storm tracks is an important tool to overcome this spatial and temporal limitation.
We perform the first global model intercomparisons of different synthetic TC track sets. We use the CLIMADA (CLIMate ADAptation, Aznar-Siguan and Bresch, 2019) platform, which integrates hazard, exposure, and vulnerability data, to compute TC risk and to quantify socio-economic impacts for different storm track sets. Our comparison shows how the selection of a TC track set might affect the estimated damage and which dataset is suitable to answer what type of research question. Specifically, we provide a qualitative overview of the different TC model types, we compare damage by return period and perform a global sensitivity analysis for selected TC damage model parameters.
We contrast the following sources of tropical cyclone tracks: i) observed storms from IBTrACS (Knapp et al., 2010), ii) probabilistic events obtained from historical ones by a direct random-walk process (Kleppek et al., 2008), synthetic tracks from coupled statistical-dynamical models iii) from Emanuel et al. (2006, 2008), and iv) CHAZ (Lee et al., 2018), and v) synthetic tracks from a fully statistical model, STORM (Bloemendaal et al., 2020). We find that the choice of event set becomes more important when studying tail events, basins with smaller historical event sets or small areas. In these cases we discover modelled losses to vary by more than an order of magnitude. This variance can partly be explained by the varying distribution of hazard intensities at landfall between event sets.
How to cite: Meiler, S., Emanuel, K., and Bresch, D. N.: How much do modeled tropical cyclone impacts depend on the hazard set choice?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1829, https://doi.org/10.5194/egusphere-egu21-1829, 2021.
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Tropical cyclones (TC) cause devastating damage to infrastructure and are a concerning threat to human life. Records of historical TCs are very limited and therefore the data to study impacts of this natural hazard remain sparse. The generation of synthetic storm tracks is an important tool to overcome this spatial and temporal limitation.
We perform the first global model intercomparisons of different synthetic TC track sets. We use the CLIMADA (CLIMate ADAptation, Aznar-Siguan and Bresch, 2019) platform, which integrates hazard, exposure, and vulnerability data, to compute TC risk and to quantify socio-economic impacts for different storm track sets. Our comparison shows how the selection of a TC track set might affect the estimated damage and which dataset is suitable to answer what type of research question. Specifically, we provide a qualitative overview of the different TC model types, we compare damage by return period and perform a global sensitivity analysis for selected TC damage model parameters.
We contrast the following sources of tropical cyclone tracks: i) observed storms from IBTrACS (Knapp et al., 2010), ii) probabilistic events obtained from historical ones by a direct random-walk process (Kleppek et al., 2008), synthetic tracks from coupled statistical-dynamical models iii) from Emanuel et al. (2006, 2008), and iv) CHAZ (Lee et al., 2018), and v) synthetic tracks from a fully statistical model, STORM (Bloemendaal et al., 2020). We find that the choice of event set becomes more important when studying tail events, basins with smaller historical event sets or small areas. In these cases we discover modelled losses to vary by more than an order of magnitude. This variance can partly be explained by the varying distribution of hazard intensities at landfall between event sets.
How to cite: Meiler, S., Emanuel, K., and Bresch, D. N.: How much do modeled tropical cyclone impacts depend on the hazard set choice?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1829, https://doi.org/10.5194/egusphere-egu21-1829, 2021.
EGU21-10662 | vPICO presentations | NH9.1
A feasibility study of a global risk pool scheme against tropical cyclonesAlessio Ciullo, Eric Strobl, Olivia Martius, and David N. Bresch
With increasing global economic damages due to weather-related events, insurance has even more become a valuable measure to share risks and increase resilience. Insurance solutions can be designed and implemented in various forms. Among these, cross-country insurance schemes emerged in the last years.
Natural catastrophe risk pools have the potential benefit of diversifying losses (thus lowering premiums) and of reducing administrative costs (as they are shared among countries). Currently, there are three catastrophe risk pools globally in place: the Caribbean Catastrophe Risk Insurance Facility (CCRIF), the African Risk Capacity (ARC), and the Pacific Catastrophe Risk Assessment and Financing Initiative (PCRAFI).
In the present work we aim to study the feasibility of establishing a global risk pool and, in particular, how countries might best be grouped together to achieve the greatest diversification. As a first step, this requires an assessment of global damages. We do this using the CLIMADA impact modeling platform and estimate worldwide damages from tropical cyclones. Then, we apply extreme value analysis and assess the diversification potential of various hypothetical pools based on measures from the systemic risk literature.
How to cite: Ciullo, A., Strobl, E., Martius, O., and Bresch, D. N.: A feasibility study of a global risk pool scheme against tropical cyclones , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10662, https://doi.org/10.5194/egusphere-egu21-10662, 2021.
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With increasing global economic damages due to weather-related events, insurance has even more become a valuable measure to share risks and increase resilience. Insurance solutions can be designed and implemented in various forms. Among these, cross-country insurance schemes emerged in the last years.
Natural catastrophe risk pools have the potential benefit of diversifying losses (thus lowering premiums) and of reducing administrative costs (as they are shared among countries). Currently, there are three catastrophe risk pools globally in place: the Caribbean Catastrophe Risk Insurance Facility (CCRIF), the African Risk Capacity (ARC), and the Pacific Catastrophe Risk Assessment and Financing Initiative (PCRAFI).
In the present work we aim to study the feasibility of establishing a global risk pool and, in particular, how countries might best be grouped together to achieve the greatest diversification. As a first step, this requires an assessment of global damages. We do this using the CLIMADA impact modeling platform and estimate worldwide damages from tropical cyclones. Then, we apply extreme value analysis and assess the diversification potential of various hypothetical pools based on measures from the systemic risk literature.
How to cite: Ciullo, A., Strobl, E., Martius, O., and Bresch, D. N.: A feasibility study of a global risk pool scheme against tropical cyclones , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10662, https://doi.org/10.5194/egusphere-egu21-10662, 2021.
EGU21-2297 | vPICO presentations | NH9.1
Sensitivity of global river flood simulations to the choice of climate forcing and hydrological modelBenedikt Mester, Sven Willner, Katja Frieler, and Jacob Schewe
Global flood models (GFM) are increasingly being used to estimate societal and economic risks of river flooding. A recent collective validation of several GFMs highlighted substantial differences in performance between models and between validation sites. However, it has not been systematically quantified to what extent the choice of the underlying climate forcing and global hydrological model (GHM) influence flood model performance. Here, we investigate this sensitivity by comparing simulated flood extent with satellite imagery of past flood events, for an ensemble of three climate reanalyses and 11 GHMs. We study eight historical flood events covering four continents and various climate zones. Our results show that model performance varies greatly among the events. For most regions, the simulated inundation extent is relatively insensitive to the choice of GHM. For some events, however, individual GHMs lead to much lower agreement with observations than the others, mostly resulting from an overestimation of inundated areas. Two of the climate forcings show very similar results, while with the third, differences between GHMs become more pronounced. We further show that neither a previously used flood-volume adjustment procedure, nor the application of a global flood protection database, substantially improves model performance. Our study guides future applications of these models, and highlights regions and models where targeted improvements might yield the largest performance gains.
How to cite: Mester, B., Willner, S., Frieler, K., and Schewe, J.: Sensitivity of global river flood simulations to the choice of climate forcing and hydrological model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2297, https://doi.org/10.5194/egusphere-egu21-2297, 2021.
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Global flood models (GFM) are increasingly being used to estimate societal and economic risks of river flooding. A recent collective validation of several GFMs highlighted substantial differences in performance between models and between validation sites. However, it has not been systematically quantified to what extent the choice of the underlying climate forcing and global hydrological model (GHM) influence flood model performance. Here, we investigate this sensitivity by comparing simulated flood extent with satellite imagery of past flood events, for an ensemble of three climate reanalyses and 11 GHMs. We study eight historical flood events covering four continents and various climate zones. Our results show that model performance varies greatly among the events. For most regions, the simulated inundation extent is relatively insensitive to the choice of GHM. For some events, however, individual GHMs lead to much lower agreement with observations than the others, mostly resulting from an overestimation of inundated areas. Two of the climate forcings show very similar results, while with the third, differences between GHMs become more pronounced. We further show that neither a previously used flood-volume adjustment procedure, nor the application of a global flood protection database, substantially improves model performance. Our study guides future applications of these models, and highlights regions and models where targeted improvements might yield the largest performance gains.
How to cite: Mester, B., Willner, S., Frieler, K., and Schewe, J.: Sensitivity of global river flood simulations to the choice of climate forcing and hydrological model, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2297, https://doi.org/10.5194/egusphere-egu21-2297, 2021.
EGU21-2449 | vPICO presentations | NH9.1
Modelling population displacement: both climate change and population growth heighten displacement risk due to river floods.Pui Man Kam
Disaster displacements create hardships, particularly for socio-economically vulnerable groups. Displaced people face heightened risks to their well-being, including their physical and mental health and personal security. Assisting displaced people is an important part of any humanitarian response to disasters.
Among weather-related disasters, river flooding is responsible for a large part of population displacement. River flood risk is expected to increase due to climate change and its effects on the hydrological cycle. At the same time, socioeconomic development scenarios indicate substantial increases of population in many regions that experience flood-induced displacement.
We have modelled projected changes to flood-driven population displacement in the 21st Century with the CLIMADA (CLIMate ADAptation) platform, in collaboration with the Internal Displacement Monitoring Centre.
We show that both climate and population change are projected to lead to an increase of relative global flood displacement risk by roughly 350% by the end of the century. If we keep the population fixed at present levels, we find a roughly 150% increase in relative global flood displacement risk by the end of the century, or a 50% increase of risk per degree of global warming. We model displacement probabilities as a function of population density, flood depth and flood fraction.
Although the resolution of the global model is limited, the effect of climate change is robust across greenhouse gas concentration scenarios, climate models and hydrological models. Our work potentially enables the creation of a displacement early warning system.
How to cite: Kam, P. M.: Modelling population displacement: both climate change and population growth heighten displacement risk due to river floods. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2449, https://doi.org/10.5194/egusphere-egu21-2449, 2021.
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Disaster displacements create hardships, particularly for socio-economically vulnerable groups. Displaced people face heightened risks to their well-being, including their physical and mental health and personal security. Assisting displaced people is an important part of any humanitarian response to disasters.
Among weather-related disasters, river flooding is responsible for a large part of population displacement. River flood risk is expected to increase due to climate change and its effects on the hydrological cycle. At the same time, socioeconomic development scenarios indicate substantial increases of population in many regions that experience flood-induced displacement.
We have modelled projected changes to flood-driven population displacement in the 21st Century with the CLIMADA (CLIMate ADAptation) platform, in collaboration with the Internal Displacement Monitoring Centre.
We show that both climate and population change are projected to lead to an increase of relative global flood displacement risk by roughly 350% by the end of the century. If we keep the population fixed at present levels, we find a roughly 150% increase in relative global flood displacement risk by the end of the century, or a 50% increase of risk per degree of global warming. We model displacement probabilities as a function of population density, flood depth and flood fraction.
Although the resolution of the global model is limited, the effect of climate change is robust across greenhouse gas concentration scenarios, climate models and hydrological models. Our work potentially enables the creation of a displacement early warning system.
How to cite: Kam, P. M.: Modelling population displacement: both climate change and population growth heighten displacement risk due to river floods. , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2449, https://doi.org/10.5194/egusphere-egu21-2449, 2021.
EGU21-14588 | vPICO presentations | NH9.1
Adaptation strategies can offset rising river flood risk in EuropeFrancesco Dottori, Lorenzo Mentaschi, Alessandra Bianchi, Lorenzo Alfieri, and Luc Feyen
River flooding is the costliest natural disaster in Europe. Global warming and continued development in flood prone areas will progressively increase river flood risk. Direct damages from flooding could become six times present losses by the end of the century in case of no climate mitigation and adaptation. Keeping global warming well below 2°C would halve these impacts. Adequate adaptation strategies can further substantially reduce future flood impacts. In particular, implementing building-based damage reduction measures and reducing flood peaks using retention areas can lower impacts in a cost-efficient way in most EU countries, even to flood risk levels that are lower than today. Restoring natural wetlands and floodplains to retain excess water also improves the state of water and ecosystems.
How to cite: Dottori, F., Mentaschi, L., Bianchi, A., Alfieri, L., and Feyen, L.: Adaptation strategies can offset rising river flood risk in Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14588, https://doi.org/10.5194/egusphere-egu21-14588, 2021.
River flooding is the costliest natural disaster in Europe. Global warming and continued development in flood prone areas will progressively increase river flood risk. Direct damages from flooding could become six times present losses by the end of the century in case of no climate mitigation and adaptation. Keeping global warming well below 2°C would halve these impacts. Adequate adaptation strategies can further substantially reduce future flood impacts. In particular, implementing building-based damage reduction measures and reducing flood peaks using retention areas can lower impacts in a cost-efficient way in most EU countries, even to flood risk levels that are lower than today. Restoring natural wetlands and floodplains to retain excess water also improves the state of water and ecosystems.
How to cite: Dottori, F., Mentaschi, L., Bianchi, A., Alfieri, L., and Feyen, L.: Adaptation strategies can offset rising river flood risk in Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14588, https://doi.org/10.5194/egusphere-egu21-14588, 2021.
EGU21-3488 | vPICO presentations | NH9.1
Uncertainty quantification and attribution in flood risk assessment using Global Flood Models: an application to the river Rhine basinGeorgios Sarailidis, Francesca Pianosi, Thorsten Wagener, Kirsty Styles, Stephen Hutchings, and Rob Lamb
Floods are extreme hydro-meteorological hazards that pose significant risks to the economy and society. Reducing the risk associated with floods and better adapting to them is a daunting task because flood risk dynamics are influenced by different factors. Flood risk is usually defined as the product of three components: hazard, exposure and vulnerability. Global Flood Risk Models (GFRM) represent the underlying physical hazard, the exposure of people, properties or other assets to the hazard, and the losses that may occur following a flood event. Consequently, they are used by governmental agencies, risk reduction organisations, global investors and the (re)insurance industry to help manage the societal and financial risks associated with floods. GFRMs are subject to many sources of uncertainty, including uncertainty in processes representation, model parameters and input data; however, the relative importance of these different sources is poorly understood. Currently, no evidence exists on which uncertain input factor mostly control the final uncertainty in predicted losses in different places and circumstances. In this project, we use JBA’s (a leading flood risk modelling company) Global Flood Model and Open Exposure Data (OED) to develop an appropriate methodological approach to analyse the sensitivity of loss predictions in a structured way. This is particularly challenging as input uncertainties exhibit complex spatially distributed and spatially-structured (correlated) patterns. We apply the methodology to the Rhine river basin, covering regions with different physical and socio-economic characteristics. We pursue the following objectives; (1) Identify and quantify the various sources of uncertainty e.g. associated to rainfall data, extraction of flood events sets, defence database, vulnerability curves, exposure portfolios (2) Analyse their relative importance on flood losses predictions across places along the river (3) Understand which of them are most important at each place. We aim to produce scientifically robust evidence about the importance of different sources of uncertainty across places with different climate, hydrology and socio-economic characteristics and try to address questions related to exposure and vulnerability dynamics, flood losses modelling and adaptation strategies. Such evidence base will help prioritise efforts for uncertainty reduction of the case study model, as well as other flood risk models used by (re)insurers and government agencies, ultimately contributing to more informed decisions for flood risk mitigation.
How to cite: Sarailidis, G., Pianosi, F., Wagener, T., Styles, K., Hutchings, S., and Lamb, R.: Uncertainty quantification and attribution in flood risk assessment using Global Flood Models: an application to the river Rhine basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3488, https://doi.org/10.5194/egusphere-egu21-3488, 2021.
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Floods are extreme hydro-meteorological hazards that pose significant risks to the economy and society. Reducing the risk associated with floods and better adapting to them is a daunting task because flood risk dynamics are influenced by different factors. Flood risk is usually defined as the product of three components: hazard, exposure and vulnerability. Global Flood Risk Models (GFRM) represent the underlying physical hazard, the exposure of people, properties or other assets to the hazard, and the losses that may occur following a flood event. Consequently, they are used by governmental agencies, risk reduction organisations, global investors and the (re)insurance industry to help manage the societal and financial risks associated with floods. GFRMs are subject to many sources of uncertainty, including uncertainty in processes representation, model parameters and input data; however, the relative importance of these different sources is poorly understood. Currently, no evidence exists on which uncertain input factor mostly control the final uncertainty in predicted losses in different places and circumstances. In this project, we use JBA’s (a leading flood risk modelling company) Global Flood Model and Open Exposure Data (OED) to develop an appropriate methodological approach to analyse the sensitivity of loss predictions in a structured way. This is particularly challenging as input uncertainties exhibit complex spatially distributed and spatially-structured (correlated) patterns. We apply the methodology to the Rhine river basin, covering regions with different physical and socio-economic characteristics. We pursue the following objectives; (1) Identify and quantify the various sources of uncertainty e.g. associated to rainfall data, extraction of flood events sets, defence database, vulnerability curves, exposure portfolios (2) Analyse their relative importance on flood losses predictions across places along the river (3) Understand which of them are most important at each place. We aim to produce scientifically robust evidence about the importance of different sources of uncertainty across places with different climate, hydrology and socio-economic characteristics and try to address questions related to exposure and vulnerability dynamics, flood losses modelling and adaptation strategies. Such evidence base will help prioritise efforts for uncertainty reduction of the case study model, as well as other flood risk models used by (re)insurers and government agencies, ultimately contributing to more informed decisions for flood risk mitigation.
How to cite: Sarailidis, G., Pianosi, F., Wagener, T., Styles, K., Hutchings, S., and Lamb, R.: Uncertainty quantification and attribution in flood risk assessment using Global Flood Models: an application to the river Rhine basin, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3488, https://doi.org/10.5194/egusphere-egu21-3488, 2021.
EGU21-8300 | vPICO presentations | NH9.1
Drivers of future flood risk change for residential buildings in EuropeMax Steinhausen, Kai Schröter, Stefan Lüdtke, Nivedita Sairam, Dominik Paprotny, Lorenzo Mentaschi, Lorenzo Alfieri, Francesco Dottori, and Heidi Kreibich
Floods have caused annual economic losses of 12.5 billion Euro on average in the past decade in European Union member states (https://www.eea.europa.eu/data-and-maps/indicators/direct-losses-from-weather-disasters-4/assessment). With global change flood risk is expected to increase significantly, imposing great challenges for risk management and adaptation. A better understanding of the major drivers of future flood risk at the continental scale is required for a forward-looking flood risk management by legislative and commercial actors.
Our contribution aims to examine the changes and driving forces in flood risk for residential buildings in Europe under future climate scenarios and socio-economic development. To observe the influence of climate change on flood risk our study builds on flood hazard data for two climate scenarios under RCP4.5 and RCP8.5 in three future periods centered around the years 2025, 2055 and 2085 (Mentaschi et al., 2020). Future changes in the value of exposed residential buildings are based on population growth, economic growth and changes in the wealth-to-income ratio (Paprotny et al. 2020). Three scenarios describe a “realistic”, “optimistic” and “pessimistic” view on exposure development. We use the probabilistic multi-variable flood loss model BN-FLEMOps to estimate flood loss (Lüdtke et al. 2019). This model accounts for multiple hazard and resistance variables connected in a Bayesian network to describe flood vulnerability and provides information about modeling uncertainties. Further, it allows to quantify the effect of private precaution. Scenarios for different levels of private precautionary measures and large technical flood protection infrastructure provide insight into the effects of adaptation strategies. Comparing the flood loss estimations for the future scenarios in 2025, 2055 and 2085 to a baseline for the historic period around the year 1995 reveals the impact of different drivers of future flood risk change for residential buildings in Europe
How to cite: Steinhausen, M., Schröter, K., Lüdtke, S., Sairam, N., Paprotny, D., Mentaschi, L., Alfieri, L., Dottori, F., and Kreibich, H.: Drivers of future flood risk change for residential buildings in Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8300, https://doi.org/10.5194/egusphere-egu21-8300, 2021.
Floods have caused annual economic losses of 12.5 billion Euro on average in the past decade in European Union member states (https://www.eea.europa.eu/data-and-maps/indicators/direct-losses-from-weather-disasters-4/assessment). With global change flood risk is expected to increase significantly, imposing great challenges for risk management and adaptation. A better understanding of the major drivers of future flood risk at the continental scale is required for a forward-looking flood risk management by legislative and commercial actors.
Our contribution aims to examine the changes and driving forces in flood risk for residential buildings in Europe under future climate scenarios and socio-economic development. To observe the influence of climate change on flood risk our study builds on flood hazard data for two climate scenarios under RCP4.5 and RCP8.5 in three future periods centered around the years 2025, 2055 and 2085 (Mentaschi et al., 2020). Future changes in the value of exposed residential buildings are based on population growth, economic growth and changes in the wealth-to-income ratio (Paprotny et al. 2020). Three scenarios describe a “realistic”, “optimistic” and “pessimistic” view on exposure development. We use the probabilistic multi-variable flood loss model BN-FLEMOps to estimate flood loss (Lüdtke et al. 2019). This model accounts for multiple hazard and resistance variables connected in a Bayesian network to describe flood vulnerability and provides information about modeling uncertainties. Further, it allows to quantify the effect of private precaution. Scenarios for different levels of private precautionary measures and large technical flood protection infrastructure provide insight into the effects of adaptation strategies. Comparing the flood loss estimations for the future scenarios in 2025, 2055 and 2085 to a baseline for the historic period around the year 1995 reveals the impact of different drivers of future flood risk change for residential buildings in Europe
How to cite: Steinhausen, M., Schröter, K., Lüdtke, S., Sairam, N., Paprotny, D., Mentaschi, L., Alfieri, L., Dottori, F., and Kreibich, H.: Drivers of future flood risk change for residential buildings in Europe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8300, https://doi.org/10.5194/egusphere-egu21-8300, 2021.
EGU21-2688 | vPICO presentations | NH9.1
Fatalities caused by floods: a comparison between global databases and country scale historical researchMichele Mercuri and Olga Petrucci
Datasets supporting the study of natural disasters and allowing spatial/temporal analyses of phenomena and their interactions with human societies is rapidly growing, due to the efforts of insurance companies, universities and humanitarian organizations. At the global scale, several disasters catalogues are available, even if some are only partially accessible. Generally, the focus is on the complete impact of disasters, in terms of areas affected and economic damage. Each record is a natural disaster, while database fields contain parameters assessing disaster magnitude. One of this parameter is the number of fatalities.
In Australia and USA, databases of fatalities caused by specific kinds of natural disasters are available, while, for Europe, natural disasters mortality is often investigated using global databases.
The present research focus on floods and their effects on people mortality. We named “flood fatalities” (FFs) people killed by direct impact of flood events due to the following short-term clinical causes: 1) Drowning; 2) Collapse/Heart attack; 3) Poly-trauma; 4) Poly-trauma and Suffocation; 5) Hypothermia; 6) Suffocation; 7) Electrocution.
For a 40-years study period and for 9 European study areas, we performed a survey of FFs reported in four of the widely known global databases. Then we compared figures with the results of a very specific research carried out for the same study areas and study period at a country scale, and focusing on a very restricted field: fatalities caused by floods.
The comparison highlights as the use of global databases can supply figures of FFs not correctly estimated, either underestimated or overestimated.
Underestimation depends on the fact that collecting data at the global scale needs some severity threshold of floods to be included in the database. Thus, local events causing a few FFs, as i.e. flash flooding, are systematically excluded, even if the majority of floods that occur in developed countries kill less than 10 people. This results in an underestimation of FFs, which is going to increase due to the increasing frequency of localized floods or flash floods related to climate change. Overestimation, instead, can happen due to the classification of fatalities occurred at the same time of the flood, even if they are caused by other phenomena (i.e., landslides, debris flows and wind).
This work aims to demonstrate how a database of flood fatalities realized at a country scale can supply realistic figures of fatalities in European countries, providing information that can reduce flood fatalities in the future. Our database is available for the period 1980-2018 (Petrucci et al., 2019). We encourage researchers working in European countries to collaborate with us to increase spatial coverage of the database and promote its common use in studies on flood mortality.
Petrucci O., Aceto, L., Bianchi, C., Bigot, V., Brázdil, R., Pereira, S., Kahraman, A., Kılıç, O., Kotroni, V., Llasat, M.C., Llasat-Botija, M., Papagiannaki, K., Pasqua. A.A., Řehoř J., Rossello Geli, J. Salvati, P., Vinet, F., Zêzere, J.L. (2019). Flood Fatalities in Europe, 1980–2018: Variability, Features, and Lessons to Learn. Water, 11(8), 1682.
How to cite: Mercuri, M. and Petrucci, O.: Fatalities caused by floods: a comparison between global databases and country scale historical research, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2688, https://doi.org/10.5194/egusphere-egu21-2688, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Datasets supporting the study of natural disasters and allowing spatial/temporal analyses of phenomena and their interactions with human societies is rapidly growing, due to the efforts of insurance companies, universities and humanitarian organizations. At the global scale, several disasters catalogues are available, even if some are only partially accessible. Generally, the focus is on the complete impact of disasters, in terms of areas affected and economic damage. Each record is a natural disaster, while database fields contain parameters assessing disaster magnitude. One of this parameter is the number of fatalities.
In Australia and USA, databases of fatalities caused by specific kinds of natural disasters are available, while, for Europe, natural disasters mortality is often investigated using global databases.
The present research focus on floods and their effects on people mortality. We named “flood fatalities” (FFs) people killed by direct impact of flood events due to the following short-term clinical causes: 1) Drowning; 2) Collapse/Heart attack; 3) Poly-trauma; 4) Poly-trauma and Suffocation; 5) Hypothermia; 6) Suffocation; 7) Electrocution.
For a 40-years study period and for 9 European study areas, we performed a survey of FFs reported in four of the widely known global databases. Then we compared figures with the results of a very specific research carried out for the same study areas and study period at a country scale, and focusing on a very restricted field: fatalities caused by floods.
The comparison highlights as the use of global databases can supply figures of FFs not correctly estimated, either underestimated or overestimated.
Underestimation depends on the fact that collecting data at the global scale needs some severity threshold of floods to be included in the database. Thus, local events causing a few FFs, as i.e. flash flooding, are systematically excluded, even if the majority of floods that occur in developed countries kill less than 10 people. This results in an underestimation of FFs, which is going to increase due to the increasing frequency of localized floods or flash floods related to climate change. Overestimation, instead, can happen due to the classification of fatalities occurred at the same time of the flood, even if they are caused by other phenomena (i.e., landslides, debris flows and wind).
This work aims to demonstrate how a database of flood fatalities realized at a country scale can supply realistic figures of fatalities in European countries, providing information that can reduce flood fatalities in the future. Our database is available for the period 1980-2018 (Petrucci et al., 2019). We encourage researchers working in European countries to collaborate with us to increase spatial coverage of the database and promote its common use in studies on flood mortality.
Petrucci O., Aceto, L., Bianchi, C., Bigot, V., Brázdil, R., Pereira, S., Kahraman, A., Kılıç, O., Kotroni, V., Llasat, M.C., Llasat-Botija, M., Papagiannaki, K., Pasqua. A.A., Řehoř J., Rossello Geli, J. Salvati, P., Vinet, F., Zêzere, J.L. (2019). Flood Fatalities in Europe, 1980–2018: Variability, Features, and Lessons to Learn. Water, 11(8), 1682.
How to cite: Mercuri, M. and Petrucci, O.: Fatalities caused by floods: a comparison between global databases and country scale historical research, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2688, https://doi.org/10.5194/egusphere-egu21-2688, 2021.
EGU21-9093 | vPICO presentations | NH9.1
The role of small-scale topographic features on inundation dynamics: potential impacts on large-scale investigationsAlessio Domeneghetti, Antonio Leonardi, Oliver E. J. Wing, Francesca Carisi, and Armando Brath
The execution of large-scale (i.e., continental or global) hydraulic modeling is nowadays a reality thanks to the increasing computational capacity, data availability, as well as understanding of essential physical dynamics. Such achievements are typically associated to a compromise in terms of model resolutions (the finer being of few tens of meters, with a coarsened representation of the terrain) and, thus, accuracy on representing the topographic peculiarities of the flood-prone areas. Nevertheless, the experience gained observing the dynamics of past inundations highlights the role of small-scale topographic features (e.g., minor embankments, road deck, railways, etc.) in driving the flow paths. Recent advances on automated identification of flood defense from high resolution digital elevation model paved the way to include hydraulically relevant features (e.g., main levees) while preserving the model resolution suitable for large-scale applications (Wing et al, 2020).
The present study extends this approach to flood-prone areas by investigating how the automatic detection of minor topographic discontinuities can enhance the estimation of flood dynamics of large-scale models. Taking advantage of high-resolution topographic data (i.e., 1-2 m) the approach automatically detects hydraulically relevant features and preserves their height while coarsening the resolution of the terrain used into the hydraulic model. The impact of such approach on the inundation dynamic is tested referring to three different case-studies that recently experienced riverine flooding: Secchia and Enza rivers (2014, 2017, respectively; Italy), Des Moines (Iowa, USA). The results confirm the relevance of small-scale topographic features, which, when considered, ensure a high correspondence to observations and local models. The element of strength of the presented approach is that such performances are ensured without requiring the adoption of high grid resolutions, and thus, not affecting the overall computational costs.
How to cite: Domeneghetti, A., Leonardi, A., Wing, O. E. J., Carisi, F., and Brath, A.: The role of small-scale topographic features on inundation dynamics: potential impacts on large-scale investigations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9093, https://doi.org/10.5194/egusphere-egu21-9093, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The execution of large-scale (i.e., continental or global) hydraulic modeling is nowadays a reality thanks to the increasing computational capacity, data availability, as well as understanding of essential physical dynamics. Such achievements are typically associated to a compromise in terms of model resolutions (the finer being of few tens of meters, with a coarsened representation of the terrain) and, thus, accuracy on representing the topographic peculiarities of the flood-prone areas. Nevertheless, the experience gained observing the dynamics of past inundations highlights the role of small-scale topographic features (e.g., minor embankments, road deck, railways, etc.) in driving the flow paths. Recent advances on automated identification of flood defense from high resolution digital elevation model paved the way to include hydraulically relevant features (e.g., main levees) while preserving the model resolution suitable for large-scale applications (Wing et al, 2020).
The present study extends this approach to flood-prone areas by investigating how the automatic detection of minor topographic discontinuities can enhance the estimation of flood dynamics of large-scale models. Taking advantage of high-resolution topographic data (i.e., 1-2 m) the approach automatically detects hydraulically relevant features and preserves their height while coarsening the resolution of the terrain used into the hydraulic model. The impact of such approach on the inundation dynamic is tested referring to three different case-studies that recently experienced riverine flooding: Secchia and Enza rivers (2014, 2017, respectively; Italy), Des Moines (Iowa, USA). The results confirm the relevance of small-scale topographic features, which, when considered, ensure a high correspondence to observations and local models. The element of strength of the presented approach is that such performances are ensured without requiring the adoption of high grid resolutions, and thus, not affecting the overall computational costs.
How to cite: Domeneghetti, A., Leonardi, A., Wing, O. E. J., Carisi, F., and Brath, A.: The role of small-scale topographic features on inundation dynamics: potential impacts on large-scale investigations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9093, https://doi.org/10.5194/egusphere-egu21-9093, 2021.
EGU21-10748 | vPICO presentations | NH9.1
A reduced-complexity model of fluvial inundation with a sub-grid representation of floodplain topography evaluated for England, United KingdomSimon Dadson, Eleanor Blyth, Douglas Clark, Helen Davies, Richard Ellis, Huw Lewis, Toby Marthews, and Ponnambalan Rameshwaran
Timely predictions of fluvial flooding are important for national and regional planning and real-time flood response. Several new computational techniques have emerged in the past decade for making rapid fluvial flood inundation predictions at time and space scales relevant to early warning, although their efficient use is often constrained by the trade-off between model complexity, topographic fidelity and scale. Here we apply a simplified approach to large-area fluvial flood inundation modelling which combines a solution to the inertial form of the shallow water equations at 1 km horizontal resolution, with two alternative, simplified representations of sub-grid floodplain topography. One of these uses a fitted sub-grid probability distribution, the other a quantile-based representation of the floodplain. We evaluate the model’s steady-state performance when used with flood depth estimates corresponding to the 0.01 Annual Exceedance Probability (AEP; ‘100-year’) flood and compare the results with published benchmark data for England. The quantile-based method accurately predicts flood inundation in 86% of locations, with a domain-wide hit rate of 95% and false alarm rate of 10%. These performance measures compare with a hit rate of 71%, and false alarm rate of 9% for the simpler, distribution-based method. We suggest that these approaches are suitable for rapid, wide-area flood forecasting and climate change impact assessment.
How to cite: Dadson, S., Blyth, E., Clark, D., Davies, H., Ellis, R., Lewis, H., Marthews, T., and Rameshwaran, P.: A reduced-complexity model of fluvial inundation with a sub-grid representation of floodplain topography evaluated for England, United Kingdom, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10748, https://doi.org/10.5194/egusphere-egu21-10748, 2021.
Timely predictions of fluvial flooding are important for national and regional planning and real-time flood response. Several new computational techniques have emerged in the past decade for making rapid fluvial flood inundation predictions at time and space scales relevant to early warning, although their efficient use is often constrained by the trade-off between model complexity, topographic fidelity and scale. Here we apply a simplified approach to large-area fluvial flood inundation modelling which combines a solution to the inertial form of the shallow water equations at 1 km horizontal resolution, with two alternative, simplified representations of sub-grid floodplain topography. One of these uses a fitted sub-grid probability distribution, the other a quantile-based representation of the floodplain. We evaluate the model’s steady-state performance when used with flood depth estimates corresponding to the 0.01 Annual Exceedance Probability (AEP; ‘100-year’) flood and compare the results with published benchmark data for England. The quantile-based method accurately predicts flood inundation in 86% of locations, with a domain-wide hit rate of 95% and false alarm rate of 10%. These performance measures compare with a hit rate of 71%, and false alarm rate of 9% for the simpler, distribution-based method. We suggest that these approaches are suitable for rapid, wide-area flood forecasting and climate change impact assessment.
How to cite: Dadson, S., Blyth, E., Clark, D., Davies, H., Ellis, R., Lewis, H., Marthews, T., and Rameshwaran, P.: A reduced-complexity model of fluvial inundation with a sub-grid representation of floodplain topography evaluated for England, United Kingdom, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10748, https://doi.org/10.5194/egusphere-egu21-10748, 2021.
EGU21-12962 | vPICO presentations | NH9.1
What dataset should I choose? The influence of data choices on flood exposure estimations at national scalesSara Lindersson, Johanna Mård, Luigia Brandimarte, and Giuliano Di Baldassarre
There are currently several large-scale gridded archives available for the study of flood exposure, and the results will inevitably depend on the datasets included in the analysis. The purpose of this work is to demonstrate how country flood exposure, here represented as the presence of population within floodplains, is influenced by dataset choices.
We conduct this geographical analysis in two parts. First, we conduct a global analysis showing how different flood exposure metrics influence comparisons between countries. Second, we overlay five commonly used gridded archives (three population archives and two floodplain archives) for 32 countries. The purpose is to quantify the influence of data choices, while also giving an overview of the various dataset methodologies. We finally zoom in on areas where the five datasets yield very dissimilar results, to exemplify typical differences among the datasets.
How to cite: Lindersson, S., Mård, J., Brandimarte, L., and Di Baldassarre, G.: What dataset should I choose? The influence of data choices on flood exposure estimations at national scales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12962, https://doi.org/10.5194/egusphere-egu21-12962, 2021.
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There are currently several large-scale gridded archives available for the study of flood exposure, and the results will inevitably depend on the datasets included in the analysis. The purpose of this work is to demonstrate how country flood exposure, here represented as the presence of population within floodplains, is influenced by dataset choices.
We conduct this geographical analysis in two parts. First, we conduct a global analysis showing how different flood exposure metrics influence comparisons between countries. Second, we overlay five commonly used gridded archives (three population archives and two floodplain archives) for 32 countries. The purpose is to quantify the influence of data choices, while also giving an overview of the various dataset methodologies. We finally zoom in on areas where the five datasets yield very dissimilar results, to exemplify typical differences among the datasets.
How to cite: Lindersson, S., Mård, J., Brandimarte, L., and Di Baldassarre, G.: What dataset should I choose? The influence of data choices on flood exposure estimations at national scales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12962, https://doi.org/10.5194/egusphere-egu21-12962, 2021.
EGU21-836 | vPICO presentations | NH9.1
A novel method to identify subseasonal clustering episodes of extreme precipitation events and their contribution to large accumulationsJérôme Kopp, Pauline Rivoire, S. Mubashshir Ali, Yannick Barton, and Olivia Martius
Temporal clustering of extreme precipitation events on subseasonal time scales is a type of compound event, which can cause large precipitation accumulations and lead to floods. We present a novel count-based procedure to identify subseasonal clustering of extreme precipitation events. Furthermore, we introduce two metrics to characterise the frequency of subseasonal clustering episodes and their relevance for large precipitation accumulations. The advantage of this approach is that it does not require the investigated variable (here precipitation) to satisfy any specific statistical properties. Applying this methodology to the ERA5 reanalysis data set, we identify regions where subseasonal clustering of annual high precipitation percentiles occurs frequently and contributes substantially to large precipitation accumulations. Those regions are the east and northeast of the Asian continent (north of Yellow Sea, in the Chinese provinces of Hebei, Jilin and Liaoning; North and South Korea; Siberia and east of Mongolia), central Canada and south of California, Afghanistan, Pakistan, the southeast of the Iberian Peninsula, and the north of Argentina and south of Bolivia. Our method is robust with respect to the parameters used to define the extreme events (the percentile threshold and the run length) and the length of the subseasonal time window (here 2 – 4 weeks). The procedure could also be used to identify temporal clustering of other variables (e.g. heat waves) and can be applied on different time scales (e.g. for drought years). For a complementary study on the subseasonal clustering of European extreme precipitation events and its relationship to large-scale atmospheric drivers, please refer to Barton et al.
How to cite: Kopp, J., Rivoire, P., Ali, S. M., Barton, Y., and Martius, O.: A novel method to identify subseasonal clustering episodes of extreme precipitation events and their contribution to large accumulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-836, https://doi.org/10.5194/egusphere-egu21-836, 2021.
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Temporal clustering of extreme precipitation events on subseasonal time scales is a type of compound event, which can cause large precipitation accumulations and lead to floods. We present a novel count-based procedure to identify subseasonal clustering of extreme precipitation events. Furthermore, we introduce two metrics to characterise the frequency of subseasonal clustering episodes and their relevance for large precipitation accumulations. The advantage of this approach is that it does not require the investigated variable (here precipitation) to satisfy any specific statistical properties. Applying this methodology to the ERA5 reanalysis data set, we identify regions where subseasonal clustering of annual high precipitation percentiles occurs frequently and contributes substantially to large precipitation accumulations. Those regions are the east and northeast of the Asian continent (north of Yellow Sea, in the Chinese provinces of Hebei, Jilin and Liaoning; North and South Korea; Siberia and east of Mongolia), central Canada and south of California, Afghanistan, Pakistan, the southeast of the Iberian Peninsula, and the north of Argentina and south of Bolivia. Our method is robust with respect to the parameters used to define the extreme events (the percentile threshold and the run length) and the length of the subseasonal time window (here 2 – 4 weeks). The procedure could also be used to identify temporal clustering of other variables (e.g. heat waves) and can be applied on different time scales (e.g. for drought years). For a complementary study on the subseasonal clustering of European extreme precipitation events and its relationship to large-scale atmospheric drivers, please refer to Barton et al.
How to cite: Kopp, J., Rivoire, P., Ali, S. M., Barton, Y., and Martius, O.: A novel method to identify subseasonal clustering episodes of extreme precipitation events and their contribution to large accumulations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-836, https://doi.org/10.5194/egusphere-egu21-836, 2021.
EGU21-2946 | vPICO presentations | NH9.1
On the subseasonal clustering of European extreme precipitation events and its relationship to large-scale atmospheric driversYannick Barton, Pauline Rivoire, Jérôme Kopp, S. Mubashshir Ali, and Olivia Martius
Extreme precipitation events that occur in close succession can have important societal and economic repercussions. Few studies have investigated the link between large-scale atmospheric drivers and temporal clustering of extreme precipitation events on a subseasonal scale, i.e. 20-day time scale. Here we use 40 years of reanalysis data (ERA-5) to investigate the link between possibly influential atmospheric variables and the temporal clustering of catchment-averaged extreme rainfall events in Europe. We define extreme events as exceedances above the 99th percentile and runs of consecutive days are declustered. We then explicitly model the seasonal rate of extreme occurrences using penalized cubic splines. The smoothed seasonal rate of extremes is then used to (i) infer the significance of subseasonal clustering and (ii) serves as the baseline rate for the subsequent modelling step. We use a Poisson generalized linear model with the baseline rate set as an offset to model the relationship between the temporal clustering and predictor variables. These variables are the North Atlantic Oscillation (NAO), the Arctic Oscillation (AO), atmospheric blocks, and a measure of the recurrence of synoptic-scale Rossby wave packets (RRWPs).
Initial results from four carefully selected catchments reveal the following patterns: for south-western Spain, the NAO, and AO indices tend to be notably lower on significantly clustered extreme rainfall days, whereas for northern Scotland the opposite effect is observed. Also, for south-western Spain, the Greenland atmospheric blocking frequency is significantly enhanced on clustering days. Last, on clustering days in north-western France, Scandinavian blocks are significantly more frequent.
For a complementary study on a methodology to identify subseasonal clustering episodes of extreme precipitation events and their contribution to large accumulations please refer to Kopp et al.
How to cite: Barton, Y., Rivoire, P., Kopp, J., Ali, S. M., and Martius, O.: On the subseasonal clustering of European extreme precipitation events and its relationship to large-scale atmospheric drivers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2946, https://doi.org/10.5194/egusphere-egu21-2946, 2021.
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Extreme precipitation events that occur in close succession can have important societal and economic repercussions. Few studies have investigated the link between large-scale atmospheric drivers and temporal clustering of extreme precipitation events on a subseasonal scale, i.e. 20-day time scale. Here we use 40 years of reanalysis data (ERA-5) to investigate the link between possibly influential atmospheric variables and the temporal clustering of catchment-averaged extreme rainfall events in Europe. We define extreme events as exceedances above the 99th percentile and runs of consecutive days are declustered. We then explicitly model the seasonal rate of extreme occurrences using penalized cubic splines. The smoothed seasonal rate of extremes is then used to (i) infer the significance of subseasonal clustering and (ii) serves as the baseline rate for the subsequent modelling step. We use a Poisson generalized linear model with the baseline rate set as an offset to model the relationship between the temporal clustering and predictor variables. These variables are the North Atlantic Oscillation (NAO), the Arctic Oscillation (AO), atmospheric blocks, and a measure of the recurrence of synoptic-scale Rossby wave packets (RRWPs).
Initial results from four carefully selected catchments reveal the following patterns: for south-western Spain, the NAO, and AO indices tend to be notably lower on significantly clustered extreme rainfall days, whereas for northern Scotland the opposite effect is observed. Also, for south-western Spain, the Greenland atmospheric blocking frequency is significantly enhanced on clustering days. Last, on clustering days in north-western France, Scandinavian blocks are significantly more frequent.
For a complementary study on a methodology to identify subseasonal clustering episodes of extreme precipitation events and their contribution to large accumulations please refer to Kopp et al.
How to cite: Barton, Y., Rivoire, P., Kopp, J., Ali, S. M., and Martius, O.: On the subseasonal clustering of European extreme precipitation events and its relationship to large-scale atmospheric drivers, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2946, https://doi.org/10.5194/egusphere-egu21-2946, 2021.
EGU21-628 | vPICO presentations | NH9.1
Impact of spatial data uncertainty in global debris flow susceptibility analysisLaurie Kurilla and Giandomenico Fubelli
There are many types and degrees of uncertainty associated with spatial data and processes.
There are many factors and attributes associated with debris flow analyses which are prone to uncertainty. For simplicity, in this presentation, only two attributes of debris flow events are investigated along with the impact of their uncertainty on the determination of environmental predisposing factors. These two attributes, critical to debris flow susceptibility analyses, are landslide classification and event location. The associated predisposing factors studied herein are lithology, soils, climate, ecophysiographic units, topography, hydrology, and tectonics.
In a landslide susceptibility analysis, landslide event location accuracy is paramount yet often inaccurately known. Landslide inventories are often constructed based on mapping from aerial imagery, media reports, and field work by third party sources; and in a data-driven approach to debris flow susceptibility analysis the landslide type is important in modeling the relevant predisposing factors distinctive to each landslide type.
In a study of global debris flow susceptibility an analysis of the impact between known location and a location accuracy offset, and landslide categorization uncertainty demonstrates the impact of uncertainty in defining the appropriate predisposing factors associated with debris flows.
This analysis is part of a larger debris flow global susceptibility determination which trains on known debris flow events and the predisposing factors associated with them to identify potential areas that may be susceptible to debris flows. This study looks at the impact/differences that mis-categorization or location uncertainty have on the determination of predisposing factors, along with methods of conveying uncertainty information.
How to cite: Kurilla, L. and Fubelli, G.: Impact of spatial data uncertainty in global debris flow susceptibility analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-628, https://doi.org/10.5194/egusphere-egu21-628, 2021.
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There are many types and degrees of uncertainty associated with spatial data and processes.
There are many factors and attributes associated with debris flow analyses which are prone to uncertainty. For simplicity, in this presentation, only two attributes of debris flow events are investigated along with the impact of their uncertainty on the determination of environmental predisposing factors. These two attributes, critical to debris flow susceptibility analyses, are landslide classification and event location. The associated predisposing factors studied herein are lithology, soils, climate, ecophysiographic units, topography, hydrology, and tectonics.
In a landslide susceptibility analysis, landslide event location accuracy is paramount yet often inaccurately known. Landslide inventories are often constructed based on mapping from aerial imagery, media reports, and field work by third party sources; and in a data-driven approach to debris flow susceptibility analysis the landslide type is important in modeling the relevant predisposing factors distinctive to each landslide type.
In a study of global debris flow susceptibility an analysis of the impact between known location and a location accuracy offset, and landslide categorization uncertainty demonstrates the impact of uncertainty in defining the appropriate predisposing factors associated with debris flows.
This analysis is part of a larger debris flow global susceptibility determination which trains on known debris flow events and the predisposing factors associated with them to identify potential areas that may be susceptible to debris flows. This study looks at the impact/differences that mis-categorization or location uncertainty have on the determination of predisposing factors, along with methods of conveying uncertainty information.
How to cite: Kurilla, L. and Fubelli, G.: Impact of spatial data uncertainty in global debris flow susceptibility analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-628, https://doi.org/10.5194/egusphere-egu21-628, 2021.
EGU21-8831 | vPICO presentations | NH9.1
Quantifying the impacts of urban gullying at the scale of the Democratic Republic of CongoGuy Ilombe Mawe, Eric Lutete Landu, Fils Makanzu Imwangana, Charles Nzolang, Robert Wazi Nandefo, Jean Poesen, Charles Bielders, Olivier Dewitte, and Matthias Vanmaercke
Urban gullies cause major infrastructural damages and often claim casualties in many tropical cities of the Global South. Nonetheless, our understanding of this hazard currently remains limited to some case studies, while the impacts at larger scales remain poorly quantified. Here, we aim to bridge this gap by making a first assessment of the number of persons and buildings affected by urban gullies at the scale of the Democratic Republic of Congo (DRC). We used Google Earth imagery in combination with local news sources and earlier research to identify 25 cities in DRC where urban gullies occur at a significant scale (at least ten urban gullies). This list is likely exhaustive. Next, for each of these cities, we used Google Earth and other high resolution images to map all visible urban gullies, evaluate their expansion rate and inventorize detectable damages to houses and roads. In total, more than two thousand urban gullies were mapped across the 25 affected cities. Overall, the problem of urban gullies in DRC is especially acute in the cities of Kinshasa, Mbujimayi, Tshikapa, Kananga, Kabinda, and Kikwit. Over 80% of these gullies were active during the observation period (typically from 2002 to 2020). We identified 4257 houses and 998 roads that were destroyed because of the formation and expansion of urban gullies. Nonetheless, the actual impacts are likely much larger since the limited amount of imagery available does not allow quantifying all impacts. For example, in most cases, a large urban gully was already present on the earliest image available.
We also made an estimate of the total number of persons that are directly affected, as well as the number of persons currently at risk. Using high resolution estimates of population density and taking into account the current position of urban gullies, we estimate that a total of 133000 people have already lost their house due to formation and expansion of urban gullies. Given that these gullies are typically less than 30-years old, we estimate that on average, at least 4000 people/year lose their house as a result of urban gullies in DRC. This may still be an underestimation. By considering the population that lives in the direct vicinity (<100 m) of an urban gully, we estimate that around 1.2 million people in D.R. Congo are currently at risk and/or experience significant impacts because of urban gullies (e.g. reduced land value, problems with trafficability, stress). An estimated 449000 persons live less than 100 m away from a gully head (which is typically the most active part of the gully) and are therefore likely at high risk to be significantly affected by urban gullies in the coming years.
Overall, this research shows that urban gullying is a very serious problem in the DRC, but likely also in many other tropical countries. More research is needed to better understand this processes and, ultimately, to prevent and mitigate its impacts. The results and the database of this study provide an important step towards this.
How to cite: Ilombe Mawe, G., Lutete Landu, E., Makanzu Imwangana, F., Nzolang, C., Wazi Nandefo, R., Poesen, J., Bielders, C., Dewitte, O., and Vanmaercke, M.: Quantifying the impacts of urban gullying at the scale of the Democratic Republic of Congo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8831, https://doi.org/10.5194/egusphere-egu21-8831, 2021.
Urban gullies cause major infrastructural damages and often claim casualties in many tropical cities of the Global South. Nonetheless, our understanding of this hazard currently remains limited to some case studies, while the impacts at larger scales remain poorly quantified. Here, we aim to bridge this gap by making a first assessment of the number of persons and buildings affected by urban gullies at the scale of the Democratic Republic of Congo (DRC). We used Google Earth imagery in combination with local news sources and earlier research to identify 25 cities in DRC where urban gullies occur at a significant scale (at least ten urban gullies). This list is likely exhaustive. Next, for each of these cities, we used Google Earth and other high resolution images to map all visible urban gullies, evaluate their expansion rate and inventorize detectable damages to houses and roads. In total, more than two thousand urban gullies were mapped across the 25 affected cities. Overall, the problem of urban gullies in DRC is especially acute in the cities of Kinshasa, Mbujimayi, Tshikapa, Kananga, Kabinda, and Kikwit. Over 80% of these gullies were active during the observation period (typically from 2002 to 2020). We identified 4257 houses and 998 roads that were destroyed because of the formation and expansion of urban gullies. Nonetheless, the actual impacts are likely much larger since the limited amount of imagery available does not allow quantifying all impacts. For example, in most cases, a large urban gully was already present on the earliest image available.
We also made an estimate of the total number of persons that are directly affected, as well as the number of persons currently at risk. Using high resolution estimates of population density and taking into account the current position of urban gullies, we estimate that a total of 133000 people have already lost their house due to formation and expansion of urban gullies. Given that these gullies are typically less than 30-years old, we estimate that on average, at least 4000 people/year lose their house as a result of urban gullies in DRC. This may still be an underestimation. By considering the population that lives in the direct vicinity (<100 m) of an urban gully, we estimate that around 1.2 million people in D.R. Congo are currently at risk and/or experience significant impacts because of urban gullies (e.g. reduced land value, problems with trafficability, stress). An estimated 449000 persons live less than 100 m away from a gully head (which is typically the most active part of the gully) and are therefore likely at high risk to be significantly affected by urban gullies in the coming years.
Overall, this research shows that urban gullying is a very serious problem in the DRC, but likely also in many other tropical countries. More research is needed to better understand this processes and, ultimately, to prevent and mitigate its impacts. The results and the database of this study provide an important step towards this.
How to cite: Ilombe Mawe, G., Lutete Landu, E., Makanzu Imwangana, F., Nzolang, C., Wazi Nandefo, R., Poesen, J., Bielders, C., Dewitte, O., and Vanmaercke, M.: Quantifying the impacts of urban gullying at the scale of the Democratic Republic of Congo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8831, https://doi.org/10.5194/egusphere-egu21-8831, 2021.
EGU21-11167 | vPICO presentations | NH9.1
Biological invasions as natural hazards: towards building a strategy to cope with invasive alien plantsAlexandros Galanidis, Chrysanthi Michelaki, and Panagiotis Dimitrakopoulos
Biological invasions can be compared to natural hazards as besides their environmental effect can also produce rapid and damaging socioeconomic impacts. Additionally, their causes and consequences are generally well understood yet difficult to predict, and their incidence is almost unfeasible to control. For both phenomena, it is their random and uncontrollable nature that demand planning for the worst. Therefore, biological invasions and natural hazards require similar management strategies and commitments.
The aim of this study was to support decision makers and stakeholders in Lesvos Island Greece in prioritizing high impact alien plant species. We applied an integrated framework that combined a literature review and a systematic roadside survey of alien plants presence, along with their distribution, abundances, habitat preferences and impacts. Relied on this solid base we structured a prioritization scheme that would identify and rank aliens according to their invasiveness and produce alert lists of the most invasive ones. Two Risk Assessment protocols were implemented: the European and Mediterranean Plant Protection Organization (EPPO) prioritization scheme, and the Australian Weed Risk Assessment (A-WRA). Each screening method delivered assessment lists that classified aliens as invasive, possibly invasive, and non-invasive. With the aim of benchmarking the performances of the two methods we compared their results with a third invasiveness estimation performed by a panel of experts at national level.
In total, 151 alien plants from 53 different families were found. The most abundant families were Asteraceae (10%), Amaranthaceae and Poaceae (9%), and Fabaceae (8%). A subset of 87 species, which excluded urban, ornamental, or cultivated plants with rare occurrences and no documented impacts, was assessed. According to the EPPO scheme, 8% of species categorized as invasive, 57% as possibly invasive and 34% as non-invasive. The A-WRA method was stricter, classifying 80% of species as invasive, 14% as possibly invasive and only 6% as non-invasive. Compared to expert’s opinion, EPPO scheme indicated a 10% match for invasive and a 43% for non-invasive species, whereas A-WRA an 83% and 14% respectively.
Main ranking differences between the two methods are due to the diverse input information each one requires, and to differences in the relevant importance of that information to the final ranking. A-WRA is a precautionary method that rejects even minor invaders, whereas EPPO method is a rapid prioritization tool that provides information for a subsequent appropriate Pest Risk Analysis. Our framework delivers critical information and can improve the development of early-warning systems that would promote successful preventative management strategies for biological invasions.
Acknowledgements: This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme “Human Resources Development, Education and Lifelong Learning 2014-2020” in the context of the project “An Integrative Framework for the Study of Alien Flora” (MIS 5049419).
How to cite: Galanidis, A., Michelaki, C., and Dimitrakopoulos, P.: Biological invasions as natural hazards: towards building a strategy to cope with invasive alien plants, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11167, https://doi.org/10.5194/egusphere-egu21-11167, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Biological invasions can be compared to natural hazards as besides their environmental effect can also produce rapid and damaging socioeconomic impacts. Additionally, their causes and consequences are generally well understood yet difficult to predict, and their incidence is almost unfeasible to control. For both phenomena, it is their random and uncontrollable nature that demand planning for the worst. Therefore, biological invasions and natural hazards require similar management strategies and commitments.
The aim of this study was to support decision makers and stakeholders in Lesvos Island Greece in prioritizing high impact alien plant species. We applied an integrated framework that combined a literature review and a systematic roadside survey of alien plants presence, along with their distribution, abundances, habitat preferences and impacts. Relied on this solid base we structured a prioritization scheme that would identify and rank aliens according to their invasiveness and produce alert lists of the most invasive ones. Two Risk Assessment protocols were implemented: the European and Mediterranean Plant Protection Organization (EPPO) prioritization scheme, and the Australian Weed Risk Assessment (A-WRA). Each screening method delivered assessment lists that classified aliens as invasive, possibly invasive, and non-invasive. With the aim of benchmarking the performances of the two methods we compared their results with a third invasiveness estimation performed by a panel of experts at national level.
In total, 151 alien plants from 53 different families were found. The most abundant families were Asteraceae (10%), Amaranthaceae and Poaceae (9%), and Fabaceae (8%). A subset of 87 species, which excluded urban, ornamental, or cultivated plants with rare occurrences and no documented impacts, was assessed. According to the EPPO scheme, 8% of species categorized as invasive, 57% as possibly invasive and 34% as non-invasive. The A-WRA method was stricter, classifying 80% of species as invasive, 14% as possibly invasive and only 6% as non-invasive. Compared to expert’s opinion, EPPO scheme indicated a 10% match for invasive and a 43% for non-invasive species, whereas A-WRA an 83% and 14% respectively.
Main ranking differences between the two methods are due to the diverse input information each one requires, and to differences in the relevant importance of that information to the final ranking. A-WRA is a precautionary method that rejects even minor invaders, whereas EPPO method is a rapid prioritization tool that provides information for a subsequent appropriate Pest Risk Analysis. Our framework delivers critical information and can improve the development of early-warning systems that would promote successful preventative management strategies for biological invasions.
Acknowledgements: This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme “Human Resources Development, Education and Lifelong Learning 2014-2020” in the context of the project “An Integrative Framework for the Study of Alien Flora” (MIS 5049419).
How to cite: Galanidis, A., Michelaki, C., and Dimitrakopoulos, P.: Biological invasions as natural hazards: towards building a strategy to cope with invasive alien plants, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11167, https://doi.org/10.5194/egusphere-egu21-11167, 2021.
EGU21-15849 | vPICO presentations | NH9.1
Estimating the global frequency, magnitude, and hazard of glacier lake outburst floodsGeorg Veh, Natalie Lützow, Varvara Kharlamova, Dmitry Petrakov, Romain Hugonnet, and Oliver Korup
Many thousands of glacier lakes have formed from glacier retreat in high mountains since the beginning of the 20th century. These water bodies are impounded by glaciers and moraines and can release sudden glacier lake outburst floods (GLOFs), with potentially disastrous downstream consequences. Estimates of GLOF frequency, magnitude, and hazard at global or regional scales remain controversial because of unsystematic reports and inconsistent regional flood databases. We compile the largest GLOF inventory to date, containing 2,000 cases (AD 1901—2018) from 700 different sources. We find that the annual number of reported GLOFs has increased more than fivefold in our study period. This increase could be due to physical reasons such as atmospheric warming or because of growing research interest in glaciers. We tested this notion by comparing annual GLOF counts with the annual number of glacier surveys and the mean annual temperature extracted from all burst lakes. Our models show that research interest in glaciers has a higher impact on GLOF reporting, suggesting that historic documentation in earlier decades was likely biased towards more accessible mountain ranges such as the European Alps. Despite improved GLOF detection, reported flood volumes and peak discharges have become smaller since the 1960s. We analysed volume changes of glaciers that dammed burst lakes, and found that these glaciers have thinned considerably in past decades. Rapidly melting glaciers may thus impound smaller lakes and produce floods of decreasing magnitudes. Using extreme-value statistics, we will investigate how GLOF return periods or return levels have changed in past decades. Our regional GLOF hazard assessment will focus on mountain ranges with increasing exposure of population and infrastructure such as the Andes, the Pacific Northwest, Iceland, the European Alps, Scandinavia, and High Asia. These estimates of GLOF hazard will provide quantitative support for practitioners to identify regions that have a high demand for strategies in GLOF risk management.
How to cite: Veh, G., Lützow, N., Kharlamova, V., Petrakov, D., Hugonnet, R., and Korup, O.: Estimating the global frequency, magnitude, and hazard of glacier lake outburst floods, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15849, https://doi.org/10.5194/egusphere-egu21-15849, 2021.
Many thousands of glacier lakes have formed from glacier retreat in high mountains since the beginning of the 20th century. These water bodies are impounded by glaciers and moraines and can release sudden glacier lake outburst floods (GLOFs), with potentially disastrous downstream consequences. Estimates of GLOF frequency, magnitude, and hazard at global or regional scales remain controversial because of unsystematic reports and inconsistent regional flood databases. We compile the largest GLOF inventory to date, containing 2,000 cases (AD 1901—2018) from 700 different sources. We find that the annual number of reported GLOFs has increased more than fivefold in our study period. This increase could be due to physical reasons such as atmospheric warming or because of growing research interest in glaciers. We tested this notion by comparing annual GLOF counts with the annual number of glacier surveys and the mean annual temperature extracted from all burst lakes. Our models show that research interest in glaciers has a higher impact on GLOF reporting, suggesting that historic documentation in earlier decades was likely biased towards more accessible mountain ranges such as the European Alps. Despite improved GLOF detection, reported flood volumes and peak discharges have become smaller since the 1960s. We analysed volume changes of glaciers that dammed burst lakes, and found that these glaciers have thinned considerably in past decades. Rapidly melting glaciers may thus impound smaller lakes and produce floods of decreasing magnitudes. Using extreme-value statistics, we will investigate how GLOF return periods or return levels have changed in past decades. Our regional GLOF hazard assessment will focus on mountain ranges with increasing exposure of population and infrastructure such as the Andes, the Pacific Northwest, Iceland, the European Alps, Scandinavia, and High Asia. These estimates of GLOF hazard will provide quantitative support for practitioners to identify regions that have a high demand for strategies in GLOF risk management.
How to cite: Veh, G., Lützow, N., Kharlamova, V., Petrakov, D., Hugonnet, R., and Korup, O.: Estimating the global frequency, magnitude, and hazard of glacier lake outburst floods, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15849, https://doi.org/10.5194/egusphere-egu21-15849, 2021.
EGU21-15249 | vPICO presentations | NH9.1
Defining potential multi-hazard and multi-risk combinations for infrastructure and other economic sectors using empirical pan-European examplesJames Daniell, Andreas Schaefer, Jens Skapski, Roberth Romero, Philip Ward, Marleen de Ruiter, Anais Couasnon, Jens de Bruijn, Johannes Brand, Bijan Khazai, Friedemann Wenzel, and Trevor Girard
A new complex world is emerging where a natural hazards event in a certain location, can have significant impacts on a different location either interlinked via economic sectors, infrastructure systems or other social relationships. In the past this was often not able to be quantified, but with increased reporting we are able to define these interactions better than previously.
For a single location, multiple hazards can also occur in tandem, or one after another causing impacts or as a standalone. However, standalone events currently take on a whole new complexity with coronavirus protocols.
Within the course of the EU project NARSIS (New Approach to Reactor Safety ImprovementS), sites of decommissioned nuclear power plants (NPPs) were investigated for external hazards combinations using a multi-hazard approach which took into account the joint probabilities including operational times and the effects of subsequent events. Here, different external hazards were applied such as tornadoes, lightning, earthquakes, floods and volcanic eruptions in tandem calibrated on historical events.
In this work, we build a pan-European database using the backbone of CATDAT to define multi-hazard events of relevance with overlapping hazard and loss effects including events in 2020 and 2021 with significant effects due to coronavirus in combination with another hazard. We focus on the 1980-2021 time period within this database, although many older events have also been collected.
In the year 2020, numerous events including the Croatian and Greece/Turkey earthquakes, medicanes, bushfires and many flood and storm events showed the complexity of combining multi-hazard protocols concurrently.
The database will be extended within the MYRIAD-EU project in order to inform a multi-risk, multi-sector, systemic approach to risk management. Using empirical examples of socio-economic effects is one key step to understand the overlaps, and important within the calibration process of any multi-risk model.
How to cite: Daniell, J., Schaefer, A., Skapski, J., Romero, R., Ward, P., de Ruiter, M., Couasnon, A., de Bruijn, J., Brand, J., Khazai, B., Wenzel, F., and Girard, T.: Defining potential multi-hazard and multi-risk combinations for infrastructure and other economic sectors using empirical pan-European examples, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15249, https://doi.org/10.5194/egusphere-egu21-15249, 2021.
A new complex world is emerging where a natural hazards event in a certain location, can have significant impacts on a different location either interlinked via economic sectors, infrastructure systems or other social relationships. In the past this was often not able to be quantified, but with increased reporting we are able to define these interactions better than previously.
For a single location, multiple hazards can also occur in tandem, or one after another causing impacts or as a standalone. However, standalone events currently take on a whole new complexity with coronavirus protocols.
Within the course of the EU project NARSIS (New Approach to Reactor Safety ImprovementS), sites of decommissioned nuclear power plants (NPPs) were investigated for external hazards combinations using a multi-hazard approach which took into account the joint probabilities including operational times and the effects of subsequent events. Here, different external hazards were applied such as tornadoes, lightning, earthquakes, floods and volcanic eruptions in tandem calibrated on historical events.
In this work, we build a pan-European database using the backbone of CATDAT to define multi-hazard events of relevance with overlapping hazard and loss effects including events in 2020 and 2021 with significant effects due to coronavirus in combination with another hazard. We focus on the 1980-2021 time period within this database, although many older events have also been collected.
In the year 2020, numerous events including the Croatian and Greece/Turkey earthquakes, medicanes, bushfires and many flood and storm events showed the complexity of combining multi-hazard protocols concurrently.
The database will be extended within the MYRIAD-EU project in order to inform a multi-risk, multi-sector, systemic approach to risk management. Using empirical examples of socio-economic effects is one key step to understand the overlaps, and important within the calibration process of any multi-risk model.
How to cite: Daniell, J., Schaefer, A., Skapski, J., Romero, R., Ward, P., de Ruiter, M., Couasnon, A., de Bruijn, J., Brand, J., Khazai, B., Wenzel, F., and Girard, T.: Defining potential multi-hazard and multi-risk combinations for infrastructure and other economic sectors using empirical pan-European examples, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15249, https://doi.org/10.5194/egusphere-egu21-15249, 2021.
EGU21-670 | vPICO presentations | NH9.1
A global analysis of the interplay between flood severity ad human dynamics in floodplainsMaurizio Mazzoleni, Johanna Mård, Maria Rusca, Vincent Odongo, Sara Lindersson, and Giuliano Di Baldassarre
This study aims at exploring whether changes in the spatial distribution of the human population and the built-up areas within floodplains can be associated with extreme flood events generating severe economic losses and fatalities. We relate economic losses and fatalities caused by floods during 1990‐2000, with changes in human population and built‐up areas in floodplains during 2000‐2015 by exploiting global archives as the Global Human Settlement, GFPLAIN250m, and the EM-DAT datasets. Despite the frequent flood losses in the previous period 1990‐2000, we found that population and built‐up areas in floodplains increased in the period 2000‐2015 for the majority of the analyzed countries. On the other hand, we observed a reduction in floodplains population after more severe flood losses that occurred in the period 1975‐2000. Finally, floodplains population increased after a period of high flood fatalities in low‐income countries, while built‐up areas increased after a period of frequent economic losses in upper‐middle and high‐income countries. This study can be used as a general framework for advancing knowledge of human‐flood interactions and support the development of sustainable policies and measures for flood risk management and disaster risk reduction.
How to cite: Mazzoleni, M., Mård, J., Rusca, M., Odongo, V., Lindersson, S., and Di Baldassarre, G.: A global analysis of the interplay between flood severity ad human dynamics in floodplains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-670, https://doi.org/10.5194/egusphere-egu21-670, 2021.
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This study aims at exploring whether changes in the spatial distribution of the human population and the built-up areas within floodplains can be associated with extreme flood events generating severe economic losses and fatalities. We relate economic losses and fatalities caused by floods during 1990‐2000, with changes in human population and built‐up areas in floodplains during 2000‐2015 by exploiting global archives as the Global Human Settlement, GFPLAIN250m, and the EM-DAT datasets. Despite the frequent flood losses in the previous period 1990‐2000, we found that population and built‐up areas in floodplains increased in the period 2000‐2015 for the majority of the analyzed countries. On the other hand, we observed a reduction in floodplains population after more severe flood losses that occurred in the period 1975‐2000. Finally, floodplains population increased after a period of high flood fatalities in low‐income countries, while built‐up areas increased after a period of frequent economic losses in upper‐middle and high‐income countries. This study can be used as a general framework for advancing knowledge of human‐flood interactions and support the development of sustainable policies and measures for flood risk management and disaster risk reduction.
How to cite: Mazzoleni, M., Mård, J., Rusca, M., Odongo, V., Lindersson, S., and Di Baldassarre, G.: A global analysis of the interplay between flood severity ad human dynamics in floodplains, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-670, https://doi.org/10.5194/egusphere-egu21-670, 2021.
EGU21-13833 | vPICO presentations | NH9.1
Hydro-meteorological hazard analysis for new settlements framed in the Colombian peace processEdier Vicente Aristizábal Giraldo and the Universidad Nacional de Colombia and Ministerio de Vivienda, Ciudad y Territorio
Colombia is a country with a recent history of an armed conflict from 1960. In 2012, a negotiation process started between the Colombian National Government and the largest left-wing guerrilla group (FARC - Fuerzas Armadas Revolucionarias de Colombia in Spanish). Finally, in 2016 a final peace agreement was signed, where several compromises were taken by both sides. For starting, one of the most important element of the agreement was to define concentration areas into the Colombia territory, where the entire FARC members should be located transitory, and posteriorly those areas must change to permanent settlements following the current regulation related to land use planning in Colombia. This study shows the hazard, vulnerability and risk assessment for 5 concentration areas, which were prioritized, of 24 total areas established. The multi-hazard assessment was analysed from a regional (10-m resolution) and detailed (0.5-m resolution) approach.
For the regional approach, landslide susceptibility was assessed through analytic hierarchy process and weight of evidence methodologies compared to logistic regression and landslide hazard was evaluated with SHALSTAB and Newmark's models for rainfall and seismic triggers. Floods hazard was analysed through a combined methodology using unit hydrograph and the morphometric descriptor HAND. Meanwhile, torrential flows hazard was analysed from a morphometric evaluation and sediment availability from SHALSTAB unstable areas joined with the flood methodology using sediment and water volumes to establish the corresponding area of impact.
For the detailed approach, through field samples and local geotechnical parameters and using TRIGRS and SCOOPS 3D models, the hazard evaluation was carried out for a deterministic result and using FOSM model results can be processed to obtain a probabilistic hazard map. Flood hazard was estimated using the bidimensional hydrodynamic model IBER and the discharge was enhanced simulating the sediment volumes from unstable areas to assess torrential flows hazard but also the mass flow simulation model r.avaflow was employed for a better simulation of the rheology of the flow using the same discharge rates.
This study shows the role of multi-hazard studies as a fundamental element in a peace process, to establish new settlements in the rural area according to the Colombian land-use planning regulation, and under very complex and mountainous terrains conditions. One of the critical points in the short and long term for the sustainability of this peace process is to provide safe areas where FARC members may start a new life.
How to cite: Aristizábal Giraldo, E. V. and the Universidad Nacional de Colombia and Ministerio de Vivienda, Ciudad y Territorio: Hydro-meteorological hazard analysis for new settlements framed in the Colombian peace process, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13833, https://doi.org/10.5194/egusphere-egu21-13833, 2021.
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Colombia is a country with a recent history of an armed conflict from 1960. In 2012, a negotiation process started between the Colombian National Government and the largest left-wing guerrilla group (FARC - Fuerzas Armadas Revolucionarias de Colombia in Spanish). Finally, in 2016 a final peace agreement was signed, where several compromises were taken by both sides. For starting, one of the most important element of the agreement was to define concentration areas into the Colombia territory, where the entire FARC members should be located transitory, and posteriorly those areas must change to permanent settlements following the current regulation related to land use planning in Colombia. This study shows the hazard, vulnerability and risk assessment for 5 concentration areas, which were prioritized, of 24 total areas established. The multi-hazard assessment was analysed from a regional (10-m resolution) and detailed (0.5-m resolution) approach.
For the regional approach, landslide susceptibility was assessed through analytic hierarchy process and weight of evidence methodologies compared to logistic regression and landslide hazard was evaluated with SHALSTAB and Newmark's models for rainfall and seismic triggers. Floods hazard was analysed through a combined methodology using unit hydrograph and the morphometric descriptor HAND. Meanwhile, torrential flows hazard was analysed from a morphometric evaluation and sediment availability from SHALSTAB unstable areas joined with the flood methodology using sediment and water volumes to establish the corresponding area of impact.
For the detailed approach, through field samples and local geotechnical parameters and using TRIGRS and SCOOPS 3D models, the hazard evaluation was carried out for a deterministic result and using FOSM model results can be processed to obtain a probabilistic hazard map. Flood hazard was estimated using the bidimensional hydrodynamic model IBER and the discharge was enhanced simulating the sediment volumes from unstable areas to assess torrential flows hazard but also the mass flow simulation model r.avaflow was employed for a better simulation of the rheology of the flow using the same discharge rates.
This study shows the role of multi-hazard studies as a fundamental element in a peace process, to establish new settlements in the rural area according to the Colombian land-use planning regulation, and under very complex and mountainous terrains conditions. One of the critical points in the short and long term for the sustainability of this peace process is to provide safe areas where FARC members may start a new life.
How to cite: Aristizábal Giraldo, E. V. and the Universidad Nacional de Colombia and Ministerio de Vivienda, Ciudad y Territorio: Hydro-meteorological hazard analysis for new settlements framed in the Colombian peace process, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13833, https://doi.org/10.5194/egusphere-egu21-13833, 2021.
EGU21-4091 | vPICO presentations | NH9.1
Assessment of the Socio-Economic Impact of Flooding in Shkodra Region, Albania.Alkida Hasaj
In the recent years, flood situations have been experienced in some regions of Albania, but those that constitute a greater risk are those in the sub localities of Shkodra region. Fortunately, natural disaster are events that occur rarely, but the truth is that they have a high impact on the lives of many people, especially those belonging to developing countries such as Albania. They are associated with the loss of many lives, causing major impact on economic performance and social aspects as well as breaking, the chain of macro and microeconomic balances.
The purpose of this study is to identify the socio-economic impact of floods in the Shkodra region. Describing also the different categories of cost imposed by natural hazard as flood and the most effective way of economic recovery in the conditions of a small developing countries such as Albanian economy. This valuation will be carried out using secondary data such as; the macro and micro economic impact of these natural disasters, climate change, floods over the years in the Shkodra region, damage caused and management of these natural disasters. While primary data are provided through the qualitative method of structured interviews, designed to highlight the socio-economic impact of the flood on individuals and families in these areas, during 2018 flood.
Many catastrophes cannot be avoided, especially natural disasters, however their effects can be mitigated through good management. Over the last 30 years, investments in rehabilitating flood protection infrastructure have been minimal. Flood damage has been assessed mainly after events and detailed flood protection models have been prepared mainly based on emergency responses. Residents affected by flood experienced damage and loss, and while seasonal rains begin, they are worry and fear for loss property and livestock.
Key word; Flood, Climate Change, Economic Impact, Social Impact, Shkodra Region.
How to cite: Hasaj, A.: Assessment of the Socio-Economic Impact of Flooding in Shkodra Region, Albania., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4091, https://doi.org/10.5194/egusphere-egu21-4091, 2021.
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In the recent years, flood situations have been experienced in some regions of Albania, but those that constitute a greater risk are those in the sub localities of Shkodra region. Fortunately, natural disaster are events that occur rarely, but the truth is that they have a high impact on the lives of many people, especially those belonging to developing countries such as Albania. They are associated with the loss of many lives, causing major impact on economic performance and social aspects as well as breaking, the chain of macro and microeconomic balances.
The purpose of this study is to identify the socio-economic impact of floods in the Shkodra region. Describing also the different categories of cost imposed by natural hazard as flood and the most effective way of economic recovery in the conditions of a small developing countries such as Albanian economy. This valuation will be carried out using secondary data such as; the macro and micro economic impact of these natural disasters, climate change, floods over the years in the Shkodra region, damage caused and management of these natural disasters. While primary data are provided through the qualitative method of structured interviews, designed to highlight the socio-economic impact of the flood on individuals and families in these areas, during 2018 flood.
Many catastrophes cannot be avoided, especially natural disasters, however their effects can be mitigated through good management. Over the last 30 years, investments in rehabilitating flood protection infrastructure have been minimal. Flood damage has been assessed mainly after events and detailed flood protection models have been prepared mainly based on emergency responses. Residents affected by flood experienced damage and loss, and while seasonal rains begin, they are worry and fear for loss property and livestock.
Key word; Flood, Climate Change, Economic Impact, Social Impact, Shkodra Region.
How to cite: Hasaj, A.: Assessment of the Socio-Economic Impact of Flooding in Shkodra Region, Albania., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4091, https://doi.org/10.5194/egusphere-egu21-4091, 2021.
EGU21-12494 | vPICO presentations | NH9.1
New build homes, resilience and environmental justice – current and future trends in flood risk under climate change across England and WalesViktor Rözer and Swenja Surminski
Despite improvements in the management of risk from climate related hazards and the introduction of new regulations, loss and damage caused by climate related hazards remains high. An important driver in many parts of the world is the continuation of new assets being built in hazard prone locations. Over the last decade over 120,000 new homes in England and Wales have been built in areas affected by different types of flooding. While the yearly rates of new homes in areas affected by river, coastal or surface water flooding have increased only moderately on the national level, significant differences between and within regions as well as between different flood types exist. Using property level data on new homes built over the last decade and information on the socio-economic development of neighbourhoods, we analyse spatial clusters of disproportional increase in exposure to single or multiple types of flooding from recently built homes and investigate how these patterns evolve under different future climate change scenarios. We find that a disproportionately higher number of homes built in struggling or declining neighbourhoods between 2008 and 2018 is expected to end up in areas at a high risk of flooding over their lifetime as a result of climate change. Based on these findings, we discuss issues regarding future spending on flood protection and affordability of flood insurance in the face of climate change as well as the transferability of the findings to other climate related hazards.
How to cite: Rözer, V. and Surminski, S.: New build homes, resilience and environmental justice – current and future trends in flood risk under climate change across England and Wales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12494, https://doi.org/10.5194/egusphere-egu21-12494, 2021.
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Despite improvements in the management of risk from climate related hazards and the introduction of new regulations, loss and damage caused by climate related hazards remains high. An important driver in many parts of the world is the continuation of new assets being built in hazard prone locations. Over the last decade over 120,000 new homes in England and Wales have been built in areas affected by different types of flooding. While the yearly rates of new homes in areas affected by river, coastal or surface water flooding have increased only moderately on the national level, significant differences between and within regions as well as between different flood types exist. Using property level data on new homes built over the last decade and information on the socio-economic development of neighbourhoods, we analyse spatial clusters of disproportional increase in exposure to single or multiple types of flooding from recently built homes and investigate how these patterns evolve under different future climate change scenarios. We find that a disproportionately higher number of homes built in struggling or declining neighbourhoods between 2008 and 2018 is expected to end up in areas at a high risk of flooding over their lifetime as a result of climate change. Based on these findings, we discuss issues regarding future spending on flood protection and affordability of flood insurance in the face of climate change as well as the transferability of the findings to other climate related hazards.
How to cite: Rözer, V. and Surminski, S.: New build homes, resilience and environmental justice – current and future trends in flood risk under climate change across England and Wales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12494, https://doi.org/10.5194/egusphere-egu21-12494, 2021.
EGU21-14256 | vPICO presentations | NH9.1
Climate Change – Livelihood – Migration Nexus: A Case Study from Sundarbans, IndiaMalay Pramanik, Sylvia Szabo, Indrajit Pal, and Parmeshwar Udmale
Abstract:
Climate change is one of the most pressing challenges of the 21st century and is likely to increase migration of the marginal communities from the coastal areas throughout the world. It is projected that 200 million people worldwide will be climate refugees by 2050. Owing to high exposure and poor adaptive capacity, low-lying coastal areas and islands in developing countries are the most vulnerable to the impacts of climate change. Therefore, it is imperative to understand how climate change is affecting the livelihoods, in turn, driving the migration in these regions.
The present study focuses on the Sundarbans region located along the coastal belt of West Bengal (India) as a part of Ganga-Brahmaputra mega delta. It is also a home of 4.7 million poor people, who earn below US$10 per month. The region is an exceedingly flat, low-lying, alluvial plain highly exposed to sea level rise, storm surge, tornedoes, cyclonic activity, riverbank erosion, salinization and subsequent mangrove depletion. Due to the climatic hazards, the basic livelihoods are at risk and their strategies towards livelihood collection remains largely unknown. Therefore, the present study provides insights into the nexus among climate stimuli, livelihood risks, and households’ strategies in the region, with special emphasize on climate change.
The study is based on field survey of 150 respondents representing migrant and non-migrant coastal communities from Gosaba, Basanti and Hingalganj block using structured questionnaires. More than 70% of respondents stated that livelihood risks mainly from climate change impacts as the major reason for inter-state migration, which is the main source of income supporting livelihood in the region. This environmental displacement in the Sundarbans region symbolizes the failure of adaptation to mitigate climate change induced sea level rise increasing the exposure to coastal flooding and storm surges, salinization, and erosion. This study discusses potential mitigation strategies to combat the impacts of climate change on livelihoods of the coastal communities in the region.
How to cite: Pramanik, M., Szabo, S., Pal, I., and Udmale, P.: Climate Change – Livelihood – Migration Nexus: A Case Study from Sundarbans, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14256, https://doi.org/10.5194/egusphere-egu21-14256, 2021.
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Abstract:
Climate change is one of the most pressing challenges of the 21st century and is likely to increase migration of the marginal communities from the coastal areas throughout the world. It is projected that 200 million people worldwide will be climate refugees by 2050. Owing to high exposure and poor adaptive capacity, low-lying coastal areas and islands in developing countries are the most vulnerable to the impacts of climate change. Therefore, it is imperative to understand how climate change is affecting the livelihoods, in turn, driving the migration in these regions.
The present study focuses on the Sundarbans region located along the coastal belt of West Bengal (India) as a part of Ganga-Brahmaputra mega delta. It is also a home of 4.7 million poor people, who earn below US$10 per month. The region is an exceedingly flat, low-lying, alluvial plain highly exposed to sea level rise, storm surge, tornedoes, cyclonic activity, riverbank erosion, salinization and subsequent mangrove depletion. Due to the climatic hazards, the basic livelihoods are at risk and their strategies towards livelihood collection remains largely unknown. Therefore, the present study provides insights into the nexus among climate stimuli, livelihood risks, and households’ strategies in the region, with special emphasize on climate change.
The study is based on field survey of 150 respondents representing migrant and non-migrant coastal communities from Gosaba, Basanti and Hingalganj block using structured questionnaires. More than 70% of respondents stated that livelihood risks mainly from climate change impacts as the major reason for inter-state migration, which is the main source of income supporting livelihood in the region. This environmental displacement in the Sundarbans region symbolizes the failure of adaptation to mitigate climate change induced sea level rise increasing the exposure to coastal flooding and storm surges, salinization, and erosion. This study discusses potential mitigation strategies to combat the impacts of climate change on livelihoods of the coastal communities in the region.
How to cite: Pramanik, M., Szabo, S., Pal, I., and Udmale, P.: Climate Change – Livelihood – Migration Nexus: A Case Study from Sundarbans, India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14256, https://doi.org/10.5194/egusphere-egu21-14256, 2021.
EGU21-5711 | vPICO presentations | NH9.1
A vulnerability index for climate related risks in SwedenJan Haas, Konstantinos Karagiorgos, Lars Nyberg, and Andreas Pettersson
Social vulnerability is mostly described as specific social inequalities in the context of a disaster. Following this understanding, empirical research focuses on the unequal exposure of different groups to disasters and/or on the unequal capacities of groups to anticipate, cope and recover from the impact of a hazard. Although social vulnerability has recently gained attention in academia, Sweden lacks frameworks and indicators to assess it at a national level.
Following the large amount of publicly available data in Sweden, to address this gap, we present a method for quantifying social vulnerability to climate risks in Swedish municipalities. A large number of variables were collected and analyzed to create quantitative indicators that purport to measure a municipality’s vulnerability. Using Principal Component Analysis (PCA), the information in the variables was reduced to a smaller number of components and socioeconomic vulnerability scores for each Swedish municipality. The factor analysis resulted in five components explaining more than 75% of the total variance. The resulting components and the final index are mapped for each municipality.
The results show that socio-economic vulnerability is not evenly distributed across Sweden. Apart from those findings the fact that some municipal clusters are much more vulnerable than others, the developed method is a useful tool for comparing socio-economic conditions among municipalities and for identifying susceptible municipalities which are likely to face significant challenges in coping with future natural hazard events.
Preliminary results show similar trends of social vulnerability to natural hazards at a highly resolved spatial level of aggregation as comparted to municipal levels. As studies on social vulnerability are often data-driven and thus performed on larger administrative aggregations, the sub-set of socio-economic variables from Statistics Sweden used in this study was found useful in our approach. In order to explore social vulnerability in conjunction with coastal and fluvial flood scenarios, an interactive web map was created with ArcGIS Dashboards.
How to cite: Haas, J., Karagiorgos, K., Nyberg, L., and Pettersson, A.: A vulnerability index for climate related risks in Sweden, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5711, https://doi.org/10.5194/egusphere-egu21-5711, 2021.
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Social vulnerability is mostly described as specific social inequalities in the context of a disaster. Following this understanding, empirical research focuses on the unequal exposure of different groups to disasters and/or on the unequal capacities of groups to anticipate, cope and recover from the impact of a hazard. Although social vulnerability has recently gained attention in academia, Sweden lacks frameworks and indicators to assess it at a national level.
Following the large amount of publicly available data in Sweden, to address this gap, we present a method for quantifying social vulnerability to climate risks in Swedish municipalities. A large number of variables were collected and analyzed to create quantitative indicators that purport to measure a municipality’s vulnerability. Using Principal Component Analysis (PCA), the information in the variables was reduced to a smaller number of components and socioeconomic vulnerability scores for each Swedish municipality. The factor analysis resulted in five components explaining more than 75% of the total variance. The resulting components and the final index are mapped for each municipality.
The results show that socio-economic vulnerability is not evenly distributed across Sweden. Apart from those findings the fact that some municipal clusters are much more vulnerable than others, the developed method is a useful tool for comparing socio-economic conditions among municipalities and for identifying susceptible municipalities which are likely to face significant challenges in coping with future natural hazard events.
Preliminary results show similar trends of social vulnerability to natural hazards at a highly resolved spatial level of aggregation as comparted to municipal levels. As studies on social vulnerability are often data-driven and thus performed on larger administrative aggregations, the sub-set of socio-economic variables from Statistics Sweden used in this study was found useful in our approach. In order to explore social vulnerability in conjunction with coastal and fluvial flood scenarios, an interactive web map was created with ArcGIS Dashboards.
How to cite: Haas, J., Karagiorgos, K., Nyberg, L., and Pettersson, A.: A vulnerability index for climate related risks in Sweden, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5711, https://doi.org/10.5194/egusphere-egu21-5711, 2021.
EGU21-14005 | vPICO presentations | NH9.1
Differentiated vulnerability proposition for multi-risk adaptation planningRoopam Shukla, Lisa Murken, and Christoph Gornott
Adaptation actions are imperative for building societal resilience to unforeseen and unavoidable impacts. With increasing extreme events and the need for sustainable development planning, a shift from reactive to more active anticipatory planning is essential to foster resilience within communities. Since assessments of vulnerability form the initial step to develop adaptation outcomes, we argue the need for differentiated vulnerability approaches for anticipatory adaptation planning for responding to the impacts of climate change-induced risks and social risks in the global south. The dominant conceptualization of adaptation within policy circles at regional and local levels remains overly simplistic with limited attention is to the ‘spatial’ and ‘social’ causes that differentiate vulnerability and adaptive capacity. The study proposes a differential vulnerability framework, based on our empirical findings in India, Ghana, and Ethiopia. We highlight the integration of differential vulnerability perspective, corresponding adaptation planning principles, and inclusive policy approach for overcoming the ‘adaptation deficit’ in the global south. Usage of differential vulnerability approach extends the anticipatory adaptation planning to not only incorporate the anticipation of multiple risks through future scenarios but also to identify locations that will be more acutely affected as a result of existing structural vulnerabilities. We emphasize the need to explicitly address the proximate causes of vulnerability emanating from the broader social and political regimes and help in the transformation of a prevailing governance mechanism for being more equitable, effective, and anticipatory.
How to cite: Shukla, R., Murken, L., and Gornott, C.: Differentiated vulnerability proposition for multi-risk adaptation planning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14005, https://doi.org/10.5194/egusphere-egu21-14005, 2021.
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Adaptation actions are imperative for building societal resilience to unforeseen and unavoidable impacts. With increasing extreme events and the need for sustainable development planning, a shift from reactive to more active anticipatory planning is essential to foster resilience within communities. Since assessments of vulnerability form the initial step to develop adaptation outcomes, we argue the need for differentiated vulnerability approaches for anticipatory adaptation planning for responding to the impacts of climate change-induced risks and social risks in the global south. The dominant conceptualization of adaptation within policy circles at regional and local levels remains overly simplistic with limited attention is to the ‘spatial’ and ‘social’ causes that differentiate vulnerability and adaptive capacity. The study proposes a differential vulnerability framework, based on our empirical findings in India, Ghana, and Ethiopia. We highlight the integration of differential vulnerability perspective, corresponding adaptation planning principles, and inclusive policy approach for overcoming the ‘adaptation deficit’ in the global south. Usage of differential vulnerability approach extends the anticipatory adaptation planning to not only incorporate the anticipation of multiple risks through future scenarios but also to identify locations that will be more acutely affected as a result of existing structural vulnerabilities. We emphasize the need to explicitly address the proximate causes of vulnerability emanating from the broader social and political regimes and help in the transformation of a prevailing governance mechanism for being more equitable, effective, and anticipatory.
How to cite: Shukla, R., Murken, L., and Gornott, C.: Differentiated vulnerability proposition for multi-risk adaptation planning , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14005, https://doi.org/10.5194/egusphere-egu21-14005, 2021.
EGU21-6221 | vPICO presentations | NH9.1
Adaptive behaviours and risk awareness during catastrophic events: the case of the Vaia storm in North-Eastern ItalyMara Thiene, Cristiano Franceschinis, Marco Borga, and Anna Scolobig
On October 29th 2018, the Vaia storm hit the mountainous areas in North-Eastern Italy with high wind speeds, heavy gusts and extreme rainfall, leading to major socio-economic damages (two casualties, entire communities isolated for weeks, damages to buildings and infrastructures, etc.). It caused major damages to forests, losses to ecosystem services, and severe short as well as long term socio-economic consequences. As such, this event provides a concrete example of the scale of the hazard to communities and ecosystems and of the involved risks and impacts, including those on the economy, institutions and local communities.
Given this background, our study aims at understanding how individuals affected by the storm: i) detected the potentially dangerous circumstances, ii) reacted to the storm, iii) adapted their routine to cope with the consequence of the event, iv) changed their risk awareness and perception after the event.
To achieve these objectives, we developed a web-based survey addressing 1,500 ca. inhabitants of the Veneto and Trentino Alto Adige regions, two areas that suffered major consequences from the event. The survey quantitatively documented behavioural responses associated with the Vaia event and included questions related to: i) whether respondents changed their normal routine during the storm and if so for what reason; ii) information received before and during the event and how respondents reacted to it; iii) damage suffered during the event; iv) risk awareness and how it changed after the event; v) personal protection measures adopted before and after the event; vi) respondents' attitudinal and psychological traits, with specific reference to Protection Motivation Theory (Rogers, 1975, 1997; McMath and Prentice-Dunn,2005), a well-established theory on risk behaviour.
Data analysis is expected to reveal what are the key characteristics (maybe better factors?) affecting individual behaviours in a dangerous situation, with particular attention to the reasons that drive citizens to change their activities and daily routines during catastrophic events. Specifically, data will be used at first to develop a multivariate statistical analysis to define the determinants of adaptive behaviours and risk awareness. Secondly, they will be used to estimate probabilistic models (Latent Class models) that allow to segregate respondents (and hence the population of reference) in different groups sharing a similar profile in terms of behaviour and attitudes towards the catastrophic event under study. Probability to belong to different behavioural groups will be explained by individuals’ characteristics, such as socio-demographics and psychological traits related to the Protection Motivation Theory. The results will help to better understand societal responses to natural hazards and to explain why certain groups within broader communities are more risk aware and prepared than others. In turns, this will allow to design effective risk management strategies and inform policies and communication strategies aimed at increasing the citizen adaptive capacity.
How to cite: Thiene, M., Franceschinis, C., Borga, M., and Scolobig, A.: Adaptive behaviours and risk awareness during catastrophic events: the case of the Vaia storm in North-Eastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6221, https://doi.org/10.5194/egusphere-egu21-6221, 2021.
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On October 29th 2018, the Vaia storm hit the mountainous areas in North-Eastern Italy with high wind speeds, heavy gusts and extreme rainfall, leading to major socio-economic damages (two casualties, entire communities isolated for weeks, damages to buildings and infrastructures, etc.). It caused major damages to forests, losses to ecosystem services, and severe short as well as long term socio-economic consequences. As such, this event provides a concrete example of the scale of the hazard to communities and ecosystems and of the involved risks and impacts, including those on the economy, institutions and local communities.
Given this background, our study aims at understanding how individuals affected by the storm: i) detected the potentially dangerous circumstances, ii) reacted to the storm, iii) adapted their routine to cope with the consequence of the event, iv) changed their risk awareness and perception after the event.
To achieve these objectives, we developed a web-based survey addressing 1,500 ca. inhabitants of the Veneto and Trentino Alto Adige regions, two areas that suffered major consequences from the event. The survey quantitatively documented behavioural responses associated with the Vaia event and included questions related to: i) whether respondents changed their normal routine during the storm and if so for what reason; ii) information received before and during the event and how respondents reacted to it; iii) damage suffered during the event; iv) risk awareness and how it changed after the event; v) personal protection measures adopted before and after the event; vi) respondents' attitudinal and psychological traits, with specific reference to Protection Motivation Theory (Rogers, 1975, 1997; McMath and Prentice-Dunn,2005), a well-established theory on risk behaviour.
Data analysis is expected to reveal what are the key characteristics (maybe better factors?) affecting individual behaviours in a dangerous situation, with particular attention to the reasons that drive citizens to change their activities and daily routines during catastrophic events. Specifically, data will be used at first to develop a multivariate statistical analysis to define the determinants of adaptive behaviours and risk awareness. Secondly, they will be used to estimate probabilistic models (Latent Class models) that allow to segregate respondents (and hence the population of reference) in different groups sharing a similar profile in terms of behaviour and attitudes towards the catastrophic event under study. Probability to belong to different behavioural groups will be explained by individuals’ characteristics, such as socio-demographics and psychological traits related to the Protection Motivation Theory. The results will help to better understand societal responses to natural hazards and to explain why certain groups within broader communities are more risk aware and prepared than others. In turns, this will allow to design effective risk management strategies and inform policies and communication strategies aimed at increasing the citizen adaptive capacity.
How to cite: Thiene, M., Franceschinis, C., Borga, M., and Scolobig, A.: Adaptive behaviours and risk awareness during catastrophic events: the case of the Vaia storm in North-Eastern Italy, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6221, https://doi.org/10.5194/egusphere-egu21-6221, 2021.
EGU21-13600 | vPICO presentations | NH9.1
Identifying different types of individual flood precautionary behaviour from panel dataLisa Berghäuser, Philip Bubeck, Paul Hudson, and Annegret H. Thieken
Individual precautionary behaviour towards and in response to flooding has received much attention in current research, as precautionary behaviour can reduce flood impacts considerably. Therefore, private precautionary measures are increasingly considered in integrated flood risk management plans. Integrated flood risk management requires that all stakeholders threatened by flooding undertake action to limit adverse impacts. However, our current understanding of private precautionary measure employment has mostly been drawn from cross-sectional studies, i.e. data from one-time snapshots. While cross-sectional data has its uses in understanding individual behaviour and its drivers, other questions require the use of panel data, i.e. repeated surveys of the same individuals in order to correctly identify and understand temporal behavioural dynamics which cross-sectional data is unable to capture.
Here we use panel data to identify different types of dynamic adaptive behaviour. We applied and compared two classification methods to panel data from 227 individual households who were repeatedly interviewed across Germany about their implementation of precautionary measures after the widespread flood of June 2013: Latent Class Growth Analysis (LCGA) and Cluster Analysis based on k-means for longitudinal data. Results indicate three different groups of adaptive behavior over the survey period that are identified by both classification methods: (I) a group that maintains a “high standard” of protection, (II) a “performer” group that implements a fare share of precautionary measures after the flood and during the survey period and (III) a “non adaptive” group that shows little or no implementation of precautionary measures. As a considerable share of flood-prone residents did almost not adapt, results indicate that specific risk communications and funding schemes are needed in order to trigger adaptation of this group.
How to cite: Berghäuser, L., Bubeck, P., Hudson, P., and Thieken, A. H.: Identifying different types of individual flood precautionary behaviour from panel data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13600, https://doi.org/10.5194/egusphere-egu21-13600, 2021.
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Individual precautionary behaviour towards and in response to flooding has received much attention in current research, as precautionary behaviour can reduce flood impacts considerably. Therefore, private precautionary measures are increasingly considered in integrated flood risk management plans. Integrated flood risk management requires that all stakeholders threatened by flooding undertake action to limit adverse impacts. However, our current understanding of private precautionary measure employment has mostly been drawn from cross-sectional studies, i.e. data from one-time snapshots. While cross-sectional data has its uses in understanding individual behaviour and its drivers, other questions require the use of panel data, i.e. repeated surveys of the same individuals in order to correctly identify and understand temporal behavioural dynamics which cross-sectional data is unable to capture.
Here we use panel data to identify different types of dynamic adaptive behaviour. We applied and compared two classification methods to panel data from 227 individual households who were repeatedly interviewed across Germany about their implementation of precautionary measures after the widespread flood of June 2013: Latent Class Growth Analysis (LCGA) and Cluster Analysis based on k-means for longitudinal data. Results indicate three different groups of adaptive behavior over the survey period that are identified by both classification methods: (I) a group that maintains a “high standard” of protection, (II) a “performer” group that implements a fare share of precautionary measures after the flood and during the survey period and (III) a “non adaptive” group that shows little or no implementation of precautionary measures. As a considerable share of flood-prone residents did almost not adapt, results indicate that specific risk communications and funding schemes are needed in order to trigger adaptation of this group.
How to cite: Berghäuser, L., Bubeck, P., Hudson, P., and Thieken, A. H.: Identifying different types of individual flood precautionary behaviour from panel data, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13600, https://doi.org/10.5194/egusphere-egu21-13600, 2021.
NH9.3 – Next generation technologies and applications for disaster risk modelling and management
EGU21-8574 | vPICO presentations | NH9.3
Earth Observation Techniques for Spatial Disaggregation of Exposure DataChristian Geiß, Patrick Aravena Pelizari, Peter Priesmeier, Angélica Rocio Soto Calderon, Elisabeth Schoepfer, Michael Langbein, Torsten Riedlinger, Hernán Santa María, Juan Camilo Gómez Zapata, Massimiliano Pittore, and Hannes Taubenböck
Exposure describes elements which are imperiled by natural hazards and susceptible to damage. The affiliated vulnerability characterizes the likelihood to experience damage regarding a given level of hazard intensity. Frequently, the compilation of exposure information is the costliest component (in terms of time and labor) in risk assessment. Existing data sets and models often describe exposure in an aggregated manner, e.g., by relying on statistical/census data for given administrative entities. Nowadays, earth observation techniques allow to collect spatially continuous information for large geographic areas while enabling a high geometric and temporal resolution. In parallel, modern data interpretation tools based on Artificial Intelligence concepts enable the extraction of thematic information from such data with a high accuracy and detail. Consequently, we exploit measurements from the earth observation missions TanDEM-X and Sentinel-2, which collect data on a global scale, to characterize the built environment in terms of fundamental morphologic properties, namely built-up density and height. Subsequently, we use this information to constrain existing exposure data in a spatial disaggregation approach. Thereby, we compare different methods for disaggregation and evaluate how different resolution properties of the earth observation data affect the risk assessment result. Results are presented for the city of Santiago de Chile, Chile, which is prone to natural hazards such as earthquakes. We present loss estimations and corresponding sensivity with respect to the resolution properties of the exposure data used in the model. Thereby, it can be noted how loss estimations vary substantially and that aggregated exposure information underestimates losses in our scenarios. As such, this study underlines the benefits of deploying modern earth observation technologies for refined exposure estimation and related loss estimation.
How to cite: Geiß, C., Aravena Pelizari, P., Priesmeier, P., Rocio Soto Calderon, A., Schoepfer, E., Langbein, M., Riedlinger, T., Santa María, H., Gómez Zapata, J. C., Pittore, M., and Taubenböck, H.: Earth Observation Techniques for Spatial Disaggregation of Exposure Data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8574, https://doi.org/10.5194/egusphere-egu21-8574, 2021.
Exposure describes elements which are imperiled by natural hazards and susceptible to damage. The affiliated vulnerability characterizes the likelihood to experience damage regarding a given level of hazard intensity. Frequently, the compilation of exposure information is the costliest component (in terms of time and labor) in risk assessment. Existing data sets and models often describe exposure in an aggregated manner, e.g., by relying on statistical/census data for given administrative entities. Nowadays, earth observation techniques allow to collect spatially continuous information for large geographic areas while enabling a high geometric and temporal resolution. In parallel, modern data interpretation tools based on Artificial Intelligence concepts enable the extraction of thematic information from such data with a high accuracy and detail. Consequently, we exploit measurements from the earth observation missions TanDEM-X and Sentinel-2, which collect data on a global scale, to characterize the built environment in terms of fundamental morphologic properties, namely built-up density and height. Subsequently, we use this information to constrain existing exposure data in a spatial disaggregation approach. Thereby, we compare different methods for disaggregation and evaluate how different resolution properties of the earth observation data affect the risk assessment result. Results are presented for the city of Santiago de Chile, Chile, which is prone to natural hazards such as earthquakes. We present loss estimations and corresponding sensivity with respect to the resolution properties of the exposure data used in the model. Thereby, it can be noted how loss estimations vary substantially and that aggregated exposure information underestimates losses in our scenarios. As such, this study underlines the benefits of deploying modern earth observation technologies for refined exposure estimation and related loss estimation.
How to cite: Geiß, C., Aravena Pelizari, P., Priesmeier, P., Rocio Soto Calderon, A., Schoepfer, E., Langbein, M., Riedlinger, T., Santa María, H., Gómez Zapata, J. C., Pittore, M., and Taubenböck, H.: Earth Observation Techniques for Spatial Disaggregation of Exposure Data , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8574, https://doi.org/10.5194/egusphere-egu21-8574, 2021.
EGU21-9903 | vPICO presentations | NH9.3 | Highlight
Street-Level Imagery and Deep Learning for Characterization of Exposed BuildingsPatrick Aravena Pelizari, Christian Geiß, Elisabeth Schoepfer, Torsten Riedlinger, Paula Aguirre, Hernán Santa María, Yvonne Merino Peña, Juan Camilo Gómez Zapata, Massimiliano Pittore, and Hannes Taubenböck
Knowledge on the key structural characteristics of exposed buildings is crucial for accurate risk modeling with regard to natural hazards. In risk assessment this information is used to interlink exposed buildings with specific representative vulnerability models and is thus a prerequisite to implement sound risk models. The acquisition of such data by conventional building surveys is usually highly expensive in terms of labor, time, and money. Institutional data bases such as census or tax assessor data provide alternative sources of information. Such data, however, are often inappropriate, out-of-date, or not available. Today, the large-area availability of systematically collected street-level data due to global initiatives such as Google Street View, among others, offers new possibilities for the collection of in-situ data. At the same time, developments in machine learning and computer vision – in deep learning in particular – show high accuracy in solving perceptual tasks in the image domain. Thereon, we explore the potential of an automatized and thus efficient collection of vulnerability related building characteristics. To this end, we elaborated a workflow where the inference of building characteristics (e.g., the seismic building structural type, the material of the lateral load resisting system or the building height) from geotagged street-level imagery is tasked to a custom-trained Deep Convolutional Neural Network. The approach is applied and evaluated for the earthquake-prone Chilean capital Santiago de Chile. Experimental results are presented and show high accuracy in the derivation of addressed target variables. This emphasizes the potential of the proposed methodology to contribute to large-area collection of in-situ information on exposed buildings.
How to cite: Aravena Pelizari, P., Geiß, C., Schoepfer, E., Riedlinger, T., Aguirre, P., Santa María, H., Merino Peña, Y., Gómez Zapata, J. C., Pittore, M., and Taubenböck, H.: Street-Level Imagery and Deep Learning for Characterization of Exposed Buildings, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9903, https://doi.org/10.5194/egusphere-egu21-9903, 2021.
Knowledge on the key structural characteristics of exposed buildings is crucial for accurate risk modeling with regard to natural hazards. In risk assessment this information is used to interlink exposed buildings with specific representative vulnerability models and is thus a prerequisite to implement sound risk models. The acquisition of such data by conventional building surveys is usually highly expensive in terms of labor, time, and money. Institutional data bases such as census or tax assessor data provide alternative sources of information. Such data, however, are often inappropriate, out-of-date, or not available. Today, the large-area availability of systematically collected street-level data due to global initiatives such as Google Street View, among others, offers new possibilities for the collection of in-situ data. At the same time, developments in machine learning and computer vision – in deep learning in particular – show high accuracy in solving perceptual tasks in the image domain. Thereon, we explore the potential of an automatized and thus efficient collection of vulnerability related building characteristics. To this end, we elaborated a workflow where the inference of building characteristics (e.g., the seismic building structural type, the material of the lateral load resisting system or the building height) from geotagged street-level imagery is tasked to a custom-trained Deep Convolutional Neural Network. The approach is applied and evaluated for the earthquake-prone Chilean capital Santiago de Chile. Experimental results are presented and show high accuracy in the derivation of addressed target variables. This emphasizes the potential of the proposed methodology to contribute to large-area collection of in-situ information on exposed buildings.
How to cite: Aravena Pelizari, P., Geiß, C., Schoepfer, E., Riedlinger, T., Aguirre, P., Santa María, H., Merino Peña, Y., Gómez Zapata, J. C., Pittore, M., and Taubenböck, H.: Street-Level Imagery and Deep Learning for Characterization of Exposed Buildings, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9903, https://doi.org/10.5194/egusphere-egu21-9903, 2021.
EGU21-8396 | vPICO presentations | NH9.3
The Influence of Input Data on Flood Risk EstimatesTobias Sieg and Annegret Thieken
The management of risks arising from natural hazards requires a reliable estimation of the hazards’ impact on exposed objects. The data sets used for this estimation have improved during the recent years reflecting an increasing amount of detail with regard to spatial, temporal or process information. Yet, the influence of the choice of data and the degree of detail on the estimated risk is rarely assessed.
We estimated flood damage to private households and companies for a flood event in 2013 in Germany using two different approaches to describe the hazard, the exposed objects and their vulnerability towards the hazard with varying levels of detail. One flood map is based on local flood maps computed by the European Joint Research Center not including embankments, while the other flood map was derived especially for this particular flood event. Exposed elements are mapped using the land use based data set BEAM (Basic European Asset Map) and with an object-based approach using OpenStreetMap data. The vulnerability is described by ordinary Stage-Damage-Functions and by tree-based models including additional damage-driving variables. The estimations are validated with reported damage numbers per federal state and compared to each other to quantify the influence of the different data sets at various spatial scales.
The results suggest that a stronger focus on exposed elements could improve the reliability of impact estimations considerably. The individual assessment of the influence of the different components on the overall risk points out promising next steps for further investigations.
How to cite: Sieg, T. and Thieken, A.: The Influence of Input Data on Flood Risk Estimates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8396, https://doi.org/10.5194/egusphere-egu21-8396, 2021.
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The management of risks arising from natural hazards requires a reliable estimation of the hazards’ impact on exposed objects. The data sets used for this estimation have improved during the recent years reflecting an increasing amount of detail with regard to spatial, temporal or process information. Yet, the influence of the choice of data and the degree of detail on the estimated risk is rarely assessed.
We estimated flood damage to private households and companies for a flood event in 2013 in Germany using two different approaches to describe the hazard, the exposed objects and their vulnerability towards the hazard with varying levels of detail. One flood map is based on local flood maps computed by the European Joint Research Center not including embankments, while the other flood map was derived especially for this particular flood event. Exposed elements are mapped using the land use based data set BEAM (Basic European Asset Map) and with an object-based approach using OpenStreetMap data. The vulnerability is described by ordinary Stage-Damage-Functions and by tree-based models including additional damage-driving variables. The estimations are validated with reported damage numbers per federal state and compared to each other to quantify the influence of the different data sets at various spatial scales.
The results suggest that a stronger focus on exposed elements could improve the reliability of impact estimations considerably. The individual assessment of the influence of the different components on the overall risk points out promising next steps for further investigations.
How to cite: Sieg, T. and Thieken, A.: The Influence of Input Data on Flood Risk Estimates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8396, https://doi.org/10.5194/egusphere-egu21-8396, 2021.
EGU21-12856 | vPICO presentations | NH9.3
Insights for Business Centric Earthquake Early Warning and Operational Forecasting SystemsFemke Mulder, Mariantonietta Morga, and Keith Jones
A large part of Europe is at risk of earthquake disaster events. In the last decade, earthquakes in Europe led to direct economic losses of approximately €29 billion as well as close to 19,000 fatalities. As a result of public awareness campaigns, business organisations are increasingly cognisant of earthquake risks. However, to date there is limited support available to help them systematically manage these risks. Our research supports decision makers based at European business organizations in their efforts to prepare for and respond to earthquakes. We look at how earthquake early warning (EEW) systems and earthquake operational forecasting (OEF) systems can best support business disaster risk management (DRM). We focus hereby on EEW and OEF based decision support systems for preparedness and rapid response, and also their integration with business continuity planning. Our article is based on an extensive literature review of the state of the art in OEF and EEW systems. We have validated and built on these insights through participatory action research (PAR) with potential business users of EEW and OEF systems in Europe. There is great variability in the ways in which different European businesses currently manage earthquake risk. Our research has given us insights into business users’ needs and expectations of EEW and OEF systems. We have harmonized and integrated these insights towards the development of a common earthquake decision support protocol for business organisations. This protocol covers business considerations that extend beyond the prevention of fatalities and direct economic loss to long-term organisational resilience. Combining insights from facilities management, organization science and engineering, we present various considerations for the development of business centric EEW and OEF decision support systems. We outline barriers to the development and uptake of such systems and describe what opportunities they present for different stakeholders.
How to cite: Mulder, F., Morga, M., and Jones, K.: Insights for Business Centric Earthquake Early Warning and Operational Forecasting Systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12856, https://doi.org/10.5194/egusphere-egu21-12856, 2021.
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A large part of Europe is at risk of earthquake disaster events. In the last decade, earthquakes in Europe led to direct economic losses of approximately €29 billion as well as close to 19,000 fatalities. As a result of public awareness campaigns, business organisations are increasingly cognisant of earthquake risks. However, to date there is limited support available to help them systematically manage these risks. Our research supports decision makers based at European business organizations in their efforts to prepare for and respond to earthquakes. We look at how earthquake early warning (EEW) systems and earthquake operational forecasting (OEF) systems can best support business disaster risk management (DRM). We focus hereby on EEW and OEF based decision support systems for preparedness and rapid response, and also their integration with business continuity planning. Our article is based on an extensive literature review of the state of the art in OEF and EEW systems. We have validated and built on these insights through participatory action research (PAR) with potential business users of EEW and OEF systems in Europe. There is great variability in the ways in which different European businesses currently manage earthquake risk. Our research has given us insights into business users’ needs and expectations of EEW and OEF systems. We have harmonized and integrated these insights towards the development of a common earthquake decision support protocol for business organisations. This protocol covers business considerations that extend beyond the prevention of fatalities and direct economic loss to long-term organisational resilience. Combining insights from facilities management, organization science and engineering, we present various considerations for the development of business centric EEW and OEF decision support systems. We outline barriers to the development and uptake of such systems and describe what opportunities they present for different stakeholders.
How to cite: Mulder, F., Morga, M., and Jones, K.: Insights for Business Centric Earthquake Early Warning and Operational Forecasting Systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12856, https://doi.org/10.5194/egusphere-egu21-12856, 2021.
EGU21-8435 | vPICO presentations | NH9.3 | Highlight
SaferPLACES platform: a cloud-based climate service addressing urban flooding hazard and risk.Stefano Bagli, Paolo Mazzoli, Francesca Renzi, Valerio Luzzi, Simone Persiano, Attilio Castellarin, Jaroslav Mysiak, Arthur Essenfelder, Francesca Larosa, Stefania Pasetti, Marco Folegani, Kai Schröter, Sophie Ullrich, and Luis Mediero
Floods are a global hazard that may have adverse impacts on a wide-range of social, economic, and environmental processes. Nowadays our cities are flooding with increased occurrence due to more severe weather events but also due to anthropogenic pressures like soil sealing, urban growth and, in some areas, land subsidence. Frequency and intensity of extreme floods are expected to further increase in the future in many places due to climate change.
The characterisation of flood events and of their multi-hazard nature is a fundamental step in order to maximise the resilience of cities to potential flood losses and damages.
SaferPLACES employs innovative climate, hydrological and raster-based flood hazard and economic modelling techniques to assess pluvial, fluvial and coastal flood hazards and risks in urban environments under current and future climate scenarios.
SaferPLACES platform provides a cost-effective and user-friendly cloud-based solution for flood hazard and risk mapping. Moreover SaferPLACES supports multiple stakeholders in designing and assessing multiple mitigation measures such as flood barriers, water tanks, green-blue based solutions and building specific damage mitigation actions.
The intelligence behind the SaferPLACES platform integrates innovative fast DEM-based flood hazard assessment methods and Bayesian damage models, which are able to provide results in short computation times by exploiting the power of cloud computing.
A beta version of the platform is available at platform.saferplaces.co and active for four pilot cities: Rimini and Milan in Italy, Pamplona in Spain and Cologne in Germany.
SaferPLACES (saferplaces.co) is a research project founded by EIT Climate-KIC (www.climate-kic.org).
How to cite: Bagli, S., Mazzoli, P., Renzi, F., Luzzi, V., Persiano, S., Castellarin, A., Mysiak, J., Essenfelder, A., Larosa, F., Pasetti, S., Folegani, M., Schröter, K., Ullrich, S., and Mediero, L.: SaferPLACES platform: a cloud-based climate service addressing urban flooding hazard and risk., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8435, https://doi.org/10.5194/egusphere-egu21-8435, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Floods are a global hazard that may have adverse impacts on a wide-range of social, economic, and environmental processes. Nowadays our cities are flooding with increased occurrence due to more severe weather events but also due to anthropogenic pressures like soil sealing, urban growth and, in some areas, land subsidence. Frequency and intensity of extreme floods are expected to further increase in the future in many places due to climate change.
The characterisation of flood events and of their multi-hazard nature is a fundamental step in order to maximise the resilience of cities to potential flood losses and damages.
SaferPLACES employs innovative climate, hydrological and raster-based flood hazard and economic modelling techniques to assess pluvial, fluvial and coastal flood hazards and risks in urban environments under current and future climate scenarios.
SaferPLACES platform provides a cost-effective and user-friendly cloud-based solution for flood hazard and risk mapping. Moreover SaferPLACES supports multiple stakeholders in designing and assessing multiple mitigation measures such as flood barriers, water tanks, green-blue based solutions and building specific damage mitigation actions.
The intelligence behind the SaferPLACES platform integrates innovative fast DEM-based flood hazard assessment methods and Bayesian damage models, which are able to provide results in short computation times by exploiting the power of cloud computing.
A beta version of the platform is available at platform.saferplaces.co and active for four pilot cities: Rimini and Milan in Italy, Pamplona in Spain and Cologne in Germany.
SaferPLACES (saferplaces.co) is a research project founded by EIT Climate-KIC (www.climate-kic.org).
How to cite: Bagli, S., Mazzoli, P., Renzi, F., Luzzi, V., Persiano, S., Castellarin, A., Mysiak, J., Essenfelder, A., Larosa, F., Pasetti, S., Folegani, M., Schröter, K., Ullrich, S., and Mediero, L.: SaferPLACES platform: a cloud-based climate service addressing urban flooding hazard and risk., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8435, https://doi.org/10.5194/egusphere-egu21-8435, 2021.
EGU21-3042 | vPICO presentations | NH9.3
Mining Flood Insurance Big Data to Reveal the Determinants of Humans' Flood ResilienceNadja Veigel, Heidi Kreibich, and Andrea Cominola
Human behavior has shown to have a significant impact on future flood risk. The state-of-the-art research regarding human behavior before, during and after flood events is predominantly based on site- and event-specific survey data or psychological theories. In recent years, the availability of large-scale databases provides an empirical basis for dynamical approaches to model the impacts of heterogeneous individual and societal behavioral patterns of flood risk. The US Federal Emergency Management Agency has recently released household-scale data on national flood insurance policies in-force since 2009, covering the whole US. Providing access to flood insurance is an effective strategy to increase resilience by enabling inhabitants in flood prone areas and their property to quickly recover from flood events. In this work, we analyze flood insurance purchase, considered as a proxy of flood awareness and preparedness, by data mining techniques, spatially correlating and modeling insurance ratios and socioeconomic data in official floodplains. Recent or regular exposure to flood events has shown to be another important factor influencing flood risk perception, in addition to socio-economic variables. Therefore, the effect of flood experience on flood insurance uptake is analyzed. This study ultimately contributes a data-driven approach to identify the main determinants and dynamics of flood insurance purchase throughout different states and social backgrounds. Understanding the factors driving people’s choices regarding flood insurance purchase is the first step to improve the National Flood Insurance Program's strategies and address societal inequalities in disaster risk management.
How to cite: Veigel, N., Kreibich, H., and Cominola, A.: Mining Flood Insurance Big Data to Reveal the Determinants of Humans' Flood Resilience, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3042, https://doi.org/10.5194/egusphere-egu21-3042, 2021.
Human behavior has shown to have a significant impact on future flood risk. The state-of-the-art research regarding human behavior before, during and after flood events is predominantly based on site- and event-specific survey data or psychological theories. In recent years, the availability of large-scale databases provides an empirical basis for dynamical approaches to model the impacts of heterogeneous individual and societal behavioral patterns of flood risk. The US Federal Emergency Management Agency has recently released household-scale data on national flood insurance policies in-force since 2009, covering the whole US. Providing access to flood insurance is an effective strategy to increase resilience by enabling inhabitants in flood prone areas and their property to quickly recover from flood events. In this work, we analyze flood insurance purchase, considered as a proxy of flood awareness and preparedness, by data mining techniques, spatially correlating and modeling insurance ratios and socioeconomic data in official floodplains. Recent or regular exposure to flood events has shown to be another important factor influencing flood risk perception, in addition to socio-economic variables. Therefore, the effect of flood experience on flood insurance uptake is analyzed. This study ultimately contributes a data-driven approach to identify the main determinants and dynamics of flood insurance purchase throughout different states and social backgrounds. Understanding the factors driving people’s choices regarding flood insurance purchase is the first step to improve the National Flood Insurance Program's strategies and address societal inequalities in disaster risk management.
How to cite: Veigel, N., Kreibich, H., and Cominola, A.: Mining Flood Insurance Big Data to Reveal the Determinants of Humans' Flood Resilience, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3042, https://doi.org/10.5194/egusphere-egu21-3042, 2021.
EGU21-8621 | vPICO presentations | NH9.3 | Highlight
Combining Remote Sensing with Webdata and Machine Learning to Support Humanitarian Relief WorkJens Kersten, Malin Kopitzsch, Jan Bongard, and Friederike Klan
Gathering, analyzing and disseminating up-to-date information related to incidents and disasters is key to disaster management and relief. Satellite imagery, geo-information, and in-situ data are the mainly used information sources to support decision making. However, limitations in data timeliness as well as in spatial and temporal resolution lead to systematic information gaps in current well-established satellite-based workflows. Citizen observations spread through social media channels, like Twitter, as well as freely available webdata, like WikiData or the GDELT database, are promising complementary sources of relevant information that might be utilized to fill these information gaps and to support in-situ data acquisition. Practical examples for this are impact assessments based on social media eyewitness reports, and the utilization of this information for the early tasking of satellite or drone-based image acquisitions.
The great potential, for instance of social media data analysis in crisis response, was investigated and demonstrated in various related research works. However, the barriers of utilizing webdata and appropriate information extraction methods for decision support in real-world scenarios are still high, for instance due to information overload, varying surrounding conditions, or issues related to limited field work infrastructures, trustworthiness, and legal aspects.
Within the current DLR research project "Data4Human", demand driven data services for humanitarian aid are developed. Among others, one project goal is to investigate the practical benefit of augmenting existing workflows of the involved partners (German Red Cross, World Food Programme, and Humanitarian Open Street Map) with social media (Twitter) and real-time global event database (GDELT) data. In this contribution, the general concepts, ideas and corresponding methods for webdata analysis are presented. State-of-the-art deep learning models are utilized to filter, classify and cluster the data to automatically identify potentially crisis-related data, to assess impacts, and to summarize and characterize the course of events, respectively. We present first practical findings and analysis results for the 2019 cyclones Idai and Kenneth.
How to cite: Kersten, J., Kopitzsch, M., Bongard, J., and Klan, F.: Combining Remote Sensing with Webdata and Machine Learning to Support Humanitarian Relief Work, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8621, https://doi.org/10.5194/egusphere-egu21-8621, 2021.
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Gathering, analyzing and disseminating up-to-date information related to incidents and disasters is key to disaster management and relief. Satellite imagery, geo-information, and in-situ data are the mainly used information sources to support decision making. However, limitations in data timeliness as well as in spatial and temporal resolution lead to systematic information gaps in current well-established satellite-based workflows. Citizen observations spread through social media channels, like Twitter, as well as freely available webdata, like WikiData or the GDELT database, are promising complementary sources of relevant information that might be utilized to fill these information gaps and to support in-situ data acquisition. Practical examples for this are impact assessments based on social media eyewitness reports, and the utilization of this information for the early tasking of satellite or drone-based image acquisitions.
The great potential, for instance of social media data analysis in crisis response, was investigated and demonstrated in various related research works. However, the barriers of utilizing webdata and appropriate information extraction methods for decision support in real-world scenarios are still high, for instance due to information overload, varying surrounding conditions, or issues related to limited field work infrastructures, trustworthiness, and legal aspects.
Within the current DLR research project "Data4Human", demand driven data services for humanitarian aid are developed. Among others, one project goal is to investigate the practical benefit of augmenting existing workflows of the involved partners (German Red Cross, World Food Programme, and Humanitarian Open Street Map) with social media (Twitter) and real-time global event database (GDELT) data. In this contribution, the general concepts, ideas and corresponding methods for webdata analysis are presented. State-of-the-art deep learning models are utilized to filter, classify and cluster the data to automatically identify potentially crisis-related data, to assess impacts, and to summarize and characterize the course of events, respectively. We present first practical findings and analysis results for the 2019 cyclones Idai and Kenneth.
How to cite: Kersten, J., Kopitzsch, M., Bongard, J., and Klan, F.: Combining Remote Sensing with Webdata and Machine Learning to Support Humanitarian Relief Work, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8621, https://doi.org/10.5194/egusphere-egu21-8621, 2021.
EGU21-3606 | vPICO presentations | NH9.3
Innovative utilization of internet search volume data to understand public awareness and perception of air qualityYoung-Hee Ryu and Seung-Ki Min
Severe air pollution is hazardous to human health and long-term exposure to air pollution degrades not only human health but also the quality of life. In the recent years, public concern and awareness of air quality have been greatly raised in South Korea, and this is somewhat contradictory to the level of particulate matter with diameters less than 10 μm (PM10). The observed PM10 levels cannot explain the elevated levels of public concern specifically after 2013–2014 because the average PM10 was much higher in the past (prior to 2013) and shows a decreasing tendency during the recent decades over South Korea. This study utilizes big data from internet search engines (internet search volume data from Google and NAVER) to understand how people perceive air quality differently from the level of observed PM10 and what influences public perception of air quality. An index, air quality perception index (AQPI), is newly proposed in this study and it is assumed that the internet search volume data with a keyword of “air quality” are representative of this index. An empirical model that simulates AQPI is developed by employing the decay theory of forgetting and is trained by PM10, visibility, and internet search volume data. The results show that the memory decay exponent and the accumulation of past memory traces, which represent the weighted sum of past perceived air quality, play key roles in explaining the public's perception of air quality. A severe haze event with an extremely long duration that occurred in the year 2013–2014 is found to trigger the increase in public awareness of air quality, acting as a turning point. Before the turning point, AQPI is more influenced by sensory information (visibility) due to the low awareness level, but after the turning point it is more influenced by PM10 and people slowly forget about air quality. The retrospective AQPI analysis assuming a low level of awareness confirms that perceived air quality is indeed worst in the year 2013–2014. In other words, the high level of awareness after experiencing the record-long severe haze event in 2013–2014 makes people remember longer and more sensitive to the level of pollutants, thus explaining the increased public concerns in the recent years. Our results suggest the promising potential of social data for a better understanding of public perception and awareness of other natural and/or man-made hazards.
How to cite: Ryu, Y.-H. and Min, S.-K.: Innovative utilization of internet search volume data to understand public awareness and perception of air quality, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3606, https://doi.org/10.5194/egusphere-egu21-3606, 2021.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Severe air pollution is hazardous to human health and long-term exposure to air pollution degrades not only human health but also the quality of life. In the recent years, public concern and awareness of air quality have been greatly raised in South Korea, and this is somewhat contradictory to the level of particulate matter with diameters less than 10 μm (PM10). The observed PM10 levels cannot explain the elevated levels of public concern specifically after 2013–2014 because the average PM10 was much higher in the past (prior to 2013) and shows a decreasing tendency during the recent decades over South Korea. This study utilizes big data from internet search engines (internet search volume data from Google and NAVER) to understand how people perceive air quality differently from the level of observed PM10 and what influences public perception of air quality. An index, air quality perception index (AQPI), is newly proposed in this study and it is assumed that the internet search volume data with a keyword of “air quality” are representative of this index. An empirical model that simulates AQPI is developed by employing the decay theory of forgetting and is trained by PM10, visibility, and internet search volume data. The results show that the memory decay exponent and the accumulation of past memory traces, which represent the weighted sum of past perceived air quality, play key roles in explaining the public's perception of air quality. A severe haze event with an extremely long duration that occurred in the year 2013–2014 is found to trigger the increase in public awareness of air quality, acting as a turning point. Before the turning point, AQPI is more influenced by sensory information (visibility) due to the low awareness level, but after the turning point it is more influenced by PM10 and people slowly forget about air quality. The retrospective AQPI analysis assuming a low level of awareness confirms that perceived air quality is indeed worst in the year 2013–2014. In other words, the high level of awareness after experiencing the record-long severe haze event in 2013–2014 makes people remember longer and more sensitive to the level of pollutants, thus explaining the increased public concerns in the recent years. Our results suggest the promising potential of social data for a better understanding of public perception and awareness of other natural and/or man-made hazards.
How to cite: Ryu, Y.-H. and Min, S.-K.: Innovative utilization of internet search volume data to understand public awareness and perception of air quality, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3606, https://doi.org/10.5194/egusphere-egu21-3606, 2021.
EGU21-8637 | vPICO presentations | NH9.3
Combining Supervised and Unsupervised Learning to Detect and Semantically Aggregate Crisis-Related Twitter ContentJan Bongard and Jens Kersten
The Twitter Stream API offers the possibility to develop (near) real-time methods and applications to detect and monitor impacts of crisis events and their changes over time. As demonstrated by various related research, the content of individual tweets or even entire thematic trends can be utilized to support disaster management, fill information gaps and augment results of satellite-based workflows as well as to extend and improve disaster management databases. Considering the sheer volume of incoming tweets, it is necessary to automatically identify the small number of crisis-relevant tweets and present them in a manageable way.
Current approaches for identifying crisis-related content focus on the use of supervised models that decide on the relevance of each tweet individually. Although supervised models can efficiently process the high number of incoming tweets, they have to be extensively pre-trained. Furthermore, the models do not capture the history of already processed messages. During a crisis, various and unique sub-events can occur that are likely to be not covered by the respective supervised model and its training data. Unsupervised learning offers both, to take into account tweets from the past, and a higher adaptive capability, which in turn allows a customization to the specific needs of different disasters. From a practical point of view, drawbacks of unsupervised methods are the higher computational costs and the potential need of user interaction for result interpretation.
In order to enhance the limited generalization capabilities of pre-trained models as well as to speed up and guide unsupervised learning, we propose a combination of both concepts. A successive clustering of incoming tweets allows to semantically aggregate the stream data, whereas pre-trained models allow to identify potentially crisis-relevant clusters. Besides the identification of potentially crisis-related content based on semantically aggregated clusters, this approach offers a sound foundation for visualizations, and further related tasks, like event detection as well as the extraction of detailed information about the temporal or spatial development of events.
Our work focuses on analyzing the entire freely available Twitter stream by combining an interval-based semantic clustering with an supervised machine learning model for identifying crisis-related messages. The stream is divided into intervals, e.g. of one hour, and each tweet is projected into a numerical vector by using state-of-the-art sentence embeddings. The embeddings are then grouped by a parametric Chinese Restaurant Process clustering. At the end of each interval, a pre-trained feed-forward neural network decides whether a cluster contains crisis-related tweets. With a further developed concept of cluster chains and central centroids, crisis-related clusters of different intervals can be linked in a topic- and even subtopic-related manner.
Initial results show that the hybrid approach can significantly improve the results of pre-trained supervised methods. This is especially true for categories in which the supervised model could not be sufficiently pre-trained due to missing labels. In addition, the semantic clustering of tweets offers a flexible and customizable procedure, resulting in a practical summary of topic-specific stream content.
How to cite: Bongard, J. and Kersten, J.: Combining Supervised and Unsupervised Learning to Detect and Semantically Aggregate Crisis-Related Twitter Content, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8637, https://doi.org/10.5194/egusphere-egu21-8637, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Twitter Stream API offers the possibility to develop (near) real-time methods and applications to detect and monitor impacts of crisis events and their changes over time. As demonstrated by various related research, the content of individual tweets or even entire thematic trends can be utilized to support disaster management, fill information gaps and augment results of satellite-based workflows as well as to extend and improve disaster management databases. Considering the sheer volume of incoming tweets, it is necessary to automatically identify the small number of crisis-relevant tweets and present them in a manageable way.
Current approaches for identifying crisis-related content focus on the use of supervised models that decide on the relevance of each tweet individually. Although supervised models can efficiently process the high number of incoming tweets, they have to be extensively pre-trained. Furthermore, the models do not capture the history of already processed messages. During a crisis, various and unique sub-events can occur that are likely to be not covered by the respective supervised model and its training data. Unsupervised learning offers both, to take into account tweets from the past, and a higher adaptive capability, which in turn allows a customization to the specific needs of different disasters. From a practical point of view, drawbacks of unsupervised methods are the higher computational costs and the potential need of user interaction for result interpretation.
In order to enhance the limited generalization capabilities of pre-trained models as well as to speed up and guide unsupervised learning, we propose a combination of both concepts. A successive clustering of incoming tweets allows to semantically aggregate the stream data, whereas pre-trained models allow to identify potentially crisis-relevant clusters. Besides the identification of potentially crisis-related content based on semantically aggregated clusters, this approach offers a sound foundation for visualizations, and further related tasks, like event detection as well as the extraction of detailed information about the temporal or spatial development of events.
Our work focuses on analyzing the entire freely available Twitter stream by combining an interval-based semantic clustering with an supervised machine learning model for identifying crisis-related messages. The stream is divided into intervals, e.g. of one hour, and each tweet is projected into a numerical vector by using state-of-the-art sentence embeddings. The embeddings are then grouped by a parametric Chinese Restaurant Process clustering. At the end of each interval, a pre-trained feed-forward neural network decides whether a cluster contains crisis-related tweets. With a further developed concept of cluster chains and central centroids, crisis-related clusters of different intervals can be linked in a topic- and even subtopic-related manner.
Initial results show that the hybrid approach can significantly improve the results of pre-trained supervised methods. This is especially true for categories in which the supervised model could not be sufficiently pre-trained due to missing labels. In addition, the semantic clustering of tweets offers a flexible and customizable procedure, resulting in a practical summary of topic-specific stream content.
How to cite: Bongard, J. and Kersten, J.: Combining Supervised and Unsupervised Learning to Detect and Semantically Aggregate Crisis-Related Twitter Content, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8637, https://doi.org/10.5194/egusphere-egu21-8637, 2021.
EGU21-15618 | vPICO presentations | NH9.3
A Landslide Tracker Methodology to Support Local Reporting of Landslides in IndiaChristian Arnhardt, Ramesh Guntha, Gargi Singh, Vish K.R Viswanathan, Praful Rao, Gokul Halan, Maneesha Vinodini Ramesh, and Bruce Malamud
This research describes the development and pro-forma of a landslide tracker methodology (structure of questions and photos) to support local reporting of landslides in India, thus enhancing modelling of susceptibility to future landslides and India Landslide Early Warning Systems. This methodology aids in the collection of timely and representative information about landslide events using local people before such information is lost due to human clearance works or natural processes (further erosion, vegetation cover). In the framework of the UK NERC/FCDO funded LANDSLIP project ‘Landslide multi-hazard risk assessment, preparedness and early warning in South Asia', a collaboration of government, academic and NGO scientists/practitioners from India and UK co-designed a questionnaire in both paper and mobile app proforma called the ‘Landslide Tracker’. The Landslide Tracker was developed as a tool for gathering landslide information from different levels of local users (e.g., local officials, NGOs, students) to enhance landslide inventories in the test sites of Darjeeling and Nilgiris, India. Different users, supporting data capture within the project, have different levels of understanding and knowledge about landslides. The Tracker was developed with three user levels to reflect this variation in landslide expertise. Level 1 is available in paper format and Levels 1 to 3 in a freely available Google Play app developed by Amrita University “Landslide Tracker”. Level 1 of the landslide tracker represents all users where the expertise level is not known or assumed to be limited; this comprises the most basic landslide information. This group of non-specialists represents the majority group of people capturing data within each study area. Information submitted by this user group, due to the limited knowledge and understanding of landslides in a geological context, might be assumed to have the highest degree of uncertainty and potentially the greatest amount of false information. The questions for this group utilise a simplified lexicon, with (i) location, data and time, (i) pictures of landslide material, (iii) landslide type, with finally (iv) generalised impact information. Level 2 represents more specialist users with a higher advanced understanding of landslides either from their background training/proficiency or users that have undergone training. In general, these people are asked the same questions as in Level 1, but a more technical vocabulary is used, and more detailed information is requested, like the size of landslides. Level 3 is for trained landslide experts. They are asked a wide range of landslide questions, reflecting internationally recognised landslide glossaries and definitions, and based on the current methodology used by the Geological Survey of India. With the help of two NGOs (Keystone and Save the Hills) and the Geological Survey of India, the developed proforma (paper and mobile app), have undergone field testing. Feedback from this phase of development was essential for the improvement and update of the pro-forma. Efforts during the most recent Monsoon by the partners has resulted in over 500 landslide records being collected in the two test sites by either the app or in paper format.
How to cite: Arnhardt, C., Guntha, R., Singh, G., K.R Viswanathan, V., Rao, P., Halan, G., Ramesh, M. V., and Malamud, B.: A Landslide Tracker Methodology to Support Local Reporting of Landslides in India , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15618, https://doi.org/10.5194/egusphere-egu21-15618, 2021.
This research describes the development and pro-forma of a landslide tracker methodology (structure of questions and photos) to support local reporting of landslides in India, thus enhancing modelling of susceptibility to future landslides and India Landslide Early Warning Systems. This methodology aids in the collection of timely and representative information about landslide events using local people before such information is lost due to human clearance works or natural processes (further erosion, vegetation cover). In the framework of the UK NERC/FCDO funded LANDSLIP project ‘Landslide multi-hazard risk assessment, preparedness and early warning in South Asia', a collaboration of government, academic and NGO scientists/practitioners from India and UK co-designed a questionnaire in both paper and mobile app proforma called the ‘Landslide Tracker’. The Landslide Tracker was developed as a tool for gathering landslide information from different levels of local users (e.g., local officials, NGOs, students) to enhance landslide inventories in the test sites of Darjeeling and Nilgiris, India. Different users, supporting data capture within the project, have different levels of understanding and knowledge about landslides. The Tracker was developed with three user levels to reflect this variation in landslide expertise. Level 1 is available in paper format and Levels 1 to 3 in a freely available Google Play app developed by Amrita University “Landslide Tracker”. Level 1 of the landslide tracker represents all users where the expertise level is not known or assumed to be limited; this comprises the most basic landslide information. This group of non-specialists represents the majority group of people capturing data within each study area. Information submitted by this user group, due to the limited knowledge and understanding of landslides in a geological context, might be assumed to have the highest degree of uncertainty and potentially the greatest amount of false information. The questions for this group utilise a simplified lexicon, with (i) location, data and time, (i) pictures of landslide material, (iii) landslide type, with finally (iv) generalised impact information. Level 2 represents more specialist users with a higher advanced understanding of landslides either from their background training/proficiency or users that have undergone training. In general, these people are asked the same questions as in Level 1, but a more technical vocabulary is used, and more detailed information is requested, like the size of landslides. Level 3 is for trained landslide experts. They are asked a wide range of landslide questions, reflecting internationally recognised landslide glossaries and definitions, and based on the current methodology used by the Geological Survey of India. With the help of two NGOs (Keystone and Save the Hills) and the Geological Survey of India, the developed proforma (paper and mobile app), have undergone field testing. Feedback from this phase of development was essential for the improvement and update of the pro-forma. Efforts during the most recent Monsoon by the partners has resulted in over 500 landslide records being collected in the two test sites by either the app or in paper format.
How to cite: Arnhardt, C., Guntha, R., Singh, G., K.R Viswanathan, V., Rao, P., Halan, G., Ramesh, M. V., and Malamud, B.: A Landslide Tracker Methodology to Support Local Reporting of Landslides in India , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15618, https://doi.org/10.5194/egusphere-egu21-15618, 2021.
EGU21-12549 | vPICO presentations | NH9.3
Satellite soil moisture for yield prediction in water limited regionsMariette Vreugdenhil, Isabella Pfeil, Luca Brocca, Stefania Camici, Markus Enenkel, and Wolfgang Wagner
Accurate and reliable early warning systems can support anticipatory disaster risk financing which can be more cost effective than post-disaster emergency response. One of the challenges in anticipatory disaster risk financing is basis risk, as a result of data and model uncertainty. The increasing availability of Earth Observation (EO) data provides the opportunity to develop shadow models or include different variables in early warning systems and weather index insurance. Especially of interest is the early indication of climate impacts on agricultural production. Traditionally, crop and yield prediction models use meteorological data such as precipitation and temperature, or optical based indicators such as Normalized Difference Vegetation Index (NDVI), for yield prediction. In recent years, soil moisture has gained popularity for yield prediction as it controls the water availability for plants.
Here, we will present the use of different satellite-based rainfall and soil moisture products, in combination with NDVI, to develop a yield deficiency indicator over two water limited regions. An analysis for Senegal and Morocco is performed at the national level using yield data of four major crops from the Food and Agriculture Organization of the United Nations. Freely available EO datasets for rainfall, soil moisture, root zone soil moisture and NDVI were used. All datasets were spatially resampled to a 0.1° grid, temporally aggregated to monthly anomalies and finally detrended and standardized. First, regression analysis with yearly yield was performed per EO dataset for single months. For this, EO datasets where aggregated over areas where the specific crop was grown. Secondly, based on these results multiple linear regression was performed using the months and variables with the highest explanatory power. The multiple linear regression was used to provide spatially varying yield predictions by trading time for space. The spatial predictions were validated using sub-national yield data from Senegal.
The analysis demonstrates the added-value of satellite soil moisture for early yield prediction. Both in Senegal and Morocco rainfall and soil moisture showed a high predictive skill early in the growing season: negative early season soil moisture anomalies often lead to low yield. NDVI showed more predictive power later in the growing season. For example, in Morocco soil moisture at the start of the season can already explain 56% of the variability in yield. NDVI can explain 80% of the yield, however this is at the end of the growing season. Combining anomalies of the optimal months based on the different variables in multiple linear regression improved yield prediction. Again, including NDVI led to higher predictive power, at the cost of early warning. This analysis shows very clearly that soil moisture can be a valuable tool for anticipatory drought risk financing and early warning systems.
How to cite: Vreugdenhil, M., Pfeil, I., Brocca, L., Camici, S., Enenkel, M., and Wagner, W.: Satellite soil moisture for yield prediction in water limited regions , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12549, https://doi.org/10.5194/egusphere-egu21-12549, 2021.
Accurate and reliable early warning systems can support anticipatory disaster risk financing which can be more cost effective than post-disaster emergency response. One of the challenges in anticipatory disaster risk financing is basis risk, as a result of data and model uncertainty. The increasing availability of Earth Observation (EO) data provides the opportunity to develop shadow models or include different variables in early warning systems and weather index insurance. Especially of interest is the early indication of climate impacts on agricultural production. Traditionally, crop and yield prediction models use meteorological data such as precipitation and temperature, or optical based indicators such as Normalized Difference Vegetation Index (NDVI), for yield prediction. In recent years, soil moisture has gained popularity for yield prediction as it controls the water availability for plants.
Here, we will present the use of different satellite-based rainfall and soil moisture products, in combination with NDVI, to develop a yield deficiency indicator over two water limited regions. An analysis for Senegal and Morocco is performed at the national level using yield data of four major crops from the Food and Agriculture Organization of the United Nations. Freely available EO datasets for rainfall, soil moisture, root zone soil moisture and NDVI were used. All datasets were spatially resampled to a 0.1° grid, temporally aggregated to monthly anomalies and finally detrended and standardized. First, regression analysis with yearly yield was performed per EO dataset for single months. For this, EO datasets where aggregated over areas where the specific crop was grown. Secondly, based on these results multiple linear regression was performed using the months and variables with the highest explanatory power. The multiple linear regression was used to provide spatially varying yield predictions by trading time for space. The spatial predictions were validated using sub-national yield data from Senegal.
The analysis demonstrates the added-value of satellite soil moisture for early yield prediction. Both in Senegal and Morocco rainfall and soil moisture showed a high predictive skill early in the growing season: negative early season soil moisture anomalies often lead to low yield. NDVI showed more predictive power later in the growing season. For example, in Morocco soil moisture at the start of the season can already explain 56% of the variability in yield. NDVI can explain 80% of the yield, however this is at the end of the growing season. Combining anomalies of the optimal months based on the different variables in multiple linear regression improved yield prediction. Again, including NDVI led to higher predictive power, at the cost of early warning. This analysis shows very clearly that soil moisture can be a valuable tool for anticipatory drought risk financing and early warning systems.
How to cite: Vreugdenhil, M., Pfeil, I., Brocca, L., Camici, S., Enenkel, M., and Wagner, W.: Satellite soil moisture for yield prediction in water limited regions , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12549, https://doi.org/10.5194/egusphere-egu21-12549, 2021.
EGU21-9534 | vPICO presentations | NH9.3
Overcoming basis risk in agricultural index insurance using crop simulation modeling and satellite crop phenologyMehdi H. Afshar, Timothy Foster, Thomas P. Higginbottom, Ben Parkes, Koen Hufkens, Sanjay Mansabdar, Francisco Ceballos, and Berber Kramer
Extreme weather causes substantial damage to livelihoods of smallholder farmers globally and are projected to become more frequent in the coming decades as a result of climate change. Index insurance can theoretically help farmers to adapt and mitigate the risks posed by extreme weather events, providing a financial safety net in the event of crop damage or harvest failure. However, uptake of index insurance in practice has lagged far behind expectations. A key reason is that many existing index insurance products suffer from high levels of basis risk, where insurance payouts correlate poorly with actual crop losses due to deficiencies in the underlying index relationship, contract structure or data used to trigger insurance payouts to farmers.
In this study, we analyse to what extent the use of crop simulation models and crop phenology monitoring from satellite remote sensing can reduce basis risk in index insurance. Our approach uses a calibrated biophysical process-based crop model (APSIM) to generate a large synthetic crop yield training dataset in order to overcome lack of detailed in-situ observational yield datasets – a common limitation and source of uncertainty in traditional index insurance product design. We use this synthetic yield dataset to train a simple statistical model of crop yields as a function of meteorological and crop growth conditions that can be quantified using open-access earth observation imagery, radiative transfer models, and gridded weather products. Our approach thus provides a scalable tool for yield estimation in smallholder environments, which leverages multiple complementary sources of data that to date have largely been used in isolation in the design and implementation of index insurance
We apply our yield estimation framework to a case study of rice production in Odisha state in eastern India, an area where agriculture is exposed to significant production risks from monsoonal rainfall variability. Our results demonstrate that yield estimation accuracy improves when using meteorological and crop growth data in combination as predictors, and when accounting for the timing of critical crop development stages using satellite phenological monitoring. Validating against observed yield data from crop cutting experiments, our framework is able to explain around 54% of the variance in rice yields at the village cluster (Gram Panchayat) level that is the key spatial unit for area-yield index insurance products covering millions of smallholder farmers in India. Crucially, our modelling approach significantly outperforms vegetation index-based models that were trained directly on the observed yield data, highlighting the added value obtained from use of crop simulation models in combination with other data sources commonly used in index design.
How to cite: H. Afshar, M., Foster, T., Higginbottom, T. P., Parkes, B., Hufkens, K., Mansabdar, S., Ceballos, F., and Kramer, B.: Overcoming basis risk in agricultural index insurance using crop simulation modeling and satellite crop phenology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9534, https://doi.org/10.5194/egusphere-egu21-9534, 2021.
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Extreme weather causes substantial damage to livelihoods of smallholder farmers globally and are projected to become more frequent in the coming decades as a result of climate change. Index insurance can theoretically help farmers to adapt and mitigate the risks posed by extreme weather events, providing a financial safety net in the event of crop damage or harvest failure. However, uptake of index insurance in practice has lagged far behind expectations. A key reason is that many existing index insurance products suffer from high levels of basis risk, where insurance payouts correlate poorly with actual crop losses due to deficiencies in the underlying index relationship, contract structure or data used to trigger insurance payouts to farmers.
In this study, we analyse to what extent the use of crop simulation models and crop phenology monitoring from satellite remote sensing can reduce basis risk in index insurance. Our approach uses a calibrated biophysical process-based crop model (APSIM) to generate a large synthetic crop yield training dataset in order to overcome lack of detailed in-situ observational yield datasets – a common limitation and source of uncertainty in traditional index insurance product design. We use this synthetic yield dataset to train a simple statistical model of crop yields as a function of meteorological and crop growth conditions that can be quantified using open-access earth observation imagery, radiative transfer models, and gridded weather products. Our approach thus provides a scalable tool for yield estimation in smallholder environments, which leverages multiple complementary sources of data that to date have largely been used in isolation in the design and implementation of index insurance
We apply our yield estimation framework to a case study of rice production in Odisha state in eastern India, an area where agriculture is exposed to significant production risks from monsoonal rainfall variability. Our results demonstrate that yield estimation accuracy improves when using meteorological and crop growth data in combination as predictors, and when accounting for the timing of critical crop development stages using satellite phenological monitoring. Validating against observed yield data from crop cutting experiments, our framework is able to explain around 54% of the variance in rice yields at the village cluster (Gram Panchayat) level that is the key spatial unit for area-yield index insurance products covering millions of smallholder farmers in India. Crucially, our modelling approach significantly outperforms vegetation index-based models that were trained directly on the observed yield data, highlighting the added value obtained from use of crop simulation models in combination with other data sources commonly used in index design.
How to cite: H. Afshar, M., Foster, T., Higginbottom, T. P., Parkes, B., Hufkens, K., Mansabdar, S., Ceballos, F., and Kramer, B.: Overcoming basis risk in agricultural index insurance using crop simulation modeling and satellite crop phenology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9534, https://doi.org/10.5194/egusphere-egu21-9534, 2021.
EGU21-12930 | vPICO presentations | NH9.3
Near real-time identification of extreme events for weather index insurance using machine learning algorithmsLuigi Cesarini, Rui Figueiredo, Beatrice Monteleone, and Mario Martina
A steady increase in the frequency and severity of extreme climate events has been observed in recent years, causing losses amounting to billions of dollars. Floods and droughts are responsible for almost half of those losses, severely affecting people’s livelihoods in the form of damaged property, goods and even loss of life. Weather index insurance is an innovative tool in risk transfer for disasters induced by natural hazards. In this type of insurance, payouts are triggered when an index calculated from one or multiple environmental variables exceeds a predefined threshold. Thus, contrary to traditional insurance, it does not require costly and time-consuming post-event loss assessments. Its ease of application makes it an ideal solution for developing countries, where fast payouts in light of a catastrophic event would guarantee the survival of an economic sector, for example, providing the monetary resources necessary for farmers to sustain a prolonged period of extreme temperatures. The main obstacle to a wider application of this type of insurance mechanism stems from the so-called basis risk, which arises when a loss event takes place but a payout is not issued, or vice-versa.
This study proposes and tests the application of machine learning algorithms for the identification of extreme flood and drought events in the context of weather index insurance, with the aim of reducing basis risk. Neural networks and support vector machines, widely adopted for classification problems, are employed exploring thousands of possible configurations based on the combination of different model parameters. The models were developed and tested in the Dominican Republic context, leveraging datasets from multiple sources with low latency, covering a time period between 2000 and 2019. Using rainfall (GSMaP, CMORPH, CHIRPS, CCS, PERSIANN and IMERG) and soil moisture (ERA5) data, the machine learning algorithms provided a strong improvement when compared to logistic regression models, used as a baseline for both hazards. Furthermore, increasing the number of information provided during model training proved to be beneficial to the performances, improving their classification accuracy and confirming the ability of these algorithms to exploit big data. Results highlight the potential of machine learning for application within index insurance products.
How to cite: Cesarini, L., Figueiredo, R., Monteleone, B., and Martina, M.: Near real-time identification of extreme events for weather index insurance using machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12930, https://doi.org/10.5194/egusphere-egu21-12930, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
A steady increase in the frequency and severity of extreme climate events has been observed in recent years, causing losses amounting to billions of dollars. Floods and droughts are responsible for almost half of those losses, severely affecting people’s livelihoods in the form of damaged property, goods and even loss of life. Weather index insurance is an innovative tool in risk transfer for disasters induced by natural hazards. In this type of insurance, payouts are triggered when an index calculated from one or multiple environmental variables exceeds a predefined threshold. Thus, contrary to traditional insurance, it does not require costly and time-consuming post-event loss assessments. Its ease of application makes it an ideal solution for developing countries, where fast payouts in light of a catastrophic event would guarantee the survival of an economic sector, for example, providing the monetary resources necessary for farmers to sustain a prolonged period of extreme temperatures. The main obstacle to a wider application of this type of insurance mechanism stems from the so-called basis risk, which arises when a loss event takes place but a payout is not issued, or vice-versa.
This study proposes and tests the application of machine learning algorithms for the identification of extreme flood and drought events in the context of weather index insurance, with the aim of reducing basis risk. Neural networks and support vector machines, widely adopted for classification problems, are employed exploring thousands of possible configurations based on the combination of different model parameters. The models were developed and tested in the Dominican Republic context, leveraging datasets from multiple sources with low latency, covering a time period between 2000 and 2019. Using rainfall (GSMaP, CMORPH, CHIRPS, CCS, PERSIANN and IMERG) and soil moisture (ERA5) data, the machine learning algorithms provided a strong improvement when compared to logistic regression models, used as a baseline for both hazards. Furthermore, increasing the number of information provided during model training proved to be beneficial to the performances, improving their classification accuracy and confirming the ability of these algorithms to exploit big data. Results highlight the potential of machine learning for application within index insurance products.
How to cite: Cesarini, L., Figueiredo, R., Monteleone, B., and Martina, M.: Near real-time identification of extreme events for weather index insurance using machine learning algorithms, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12930, https://doi.org/10.5194/egusphere-egu21-12930, 2021.
EGU21-10953 | vPICO presentations | NH9.3
Demonstrating the Potential of EO for the Agro-Insurance SectorMichaela Seewald, Ralf Ryter, Roel Van Hoolst, Laurent Tits, Ian Shynkarenko, and Roman Shynkarenko
Agriculture provides essential social benefits: supply of food and commodities, economic development and employment. However, agriculture is under growing pressure, arising from soil degradation, water scarcity, natural hazards and weather extremes due to changes in climate patterns. Agricultural insurance is gaining an increasing role as a risk management tool. Given this, the insurance sector has a significant emphasis on identifying, gathering and aggregating historical and current regional and localised data, which could be sourced from remote sensing and earth observation (EO) datasets.
To find out more about the needs and challenges of the agro-insurance’s sector and how these might be addressed with current and future EO capabilities, the ESA Earth Observation Best Practice for Agro-Insurance (EO4I) project brings together the EO and agro-insurance sector. The latter is represented by a champion user group comprised of primary insurers as well as reinsurers. The very close and regular contact with those champion users is an outstanding characteristic of this project.
An analysis of the potential customers’ requirements revealed a list of more than 60 challenges and needs of the sector, such as the assistance in damage assessments, identification of potential risk effects, estimation of affected area and the extent of damage, or monitoring the crop development throughout the season. These challenges were translated into geo-information requirements for a better analysis of currently available EO capabilities. As could be seen so far, business processes of insurance industry can be supported by numerous remote sensing products and services.
Nevertheless, there is a major gap between the perceived potential and the actual application of available EO capabilities by the agro-insurance sector. The bottleneck is the lack of awareness, understanding and trust in the EO products and services for the agro-insurance sector on both sides, the insurers and their customers. The remote sensing community also often focusses on the possibilities and appropriateness of certain techniques, without considering the impact on the customer value, the productivity and profitability of the industry.
Therefore, EO methods, products and services need to be adaptable to the agro-insurance’s business needs and fit into their daily workflows. The project now builds on the results of this initial requirements analysis to connect EO products with insurance solutions to go from best practice to practice. To demonstrate the potential of EO and cutting-edge technology for the agricultural insurance sector, customised use cases to support loss assessment and monitoring based on artificial intelligence will be developed for selected areas and tested with the available in-situ data.
How to cite: Seewald, M., Ryter, R., Van Hoolst, R., Tits, L., Shynkarenko, I., and Shynkarenko, R.: Demonstrating the Potential of EO for the Agro-Insurance Sector, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10953, https://doi.org/10.5194/egusphere-egu21-10953, 2021.
Agriculture provides essential social benefits: supply of food and commodities, economic development and employment. However, agriculture is under growing pressure, arising from soil degradation, water scarcity, natural hazards and weather extremes due to changes in climate patterns. Agricultural insurance is gaining an increasing role as a risk management tool. Given this, the insurance sector has a significant emphasis on identifying, gathering and aggregating historical and current regional and localised data, which could be sourced from remote sensing and earth observation (EO) datasets.
To find out more about the needs and challenges of the agro-insurance’s sector and how these might be addressed with current and future EO capabilities, the ESA Earth Observation Best Practice for Agro-Insurance (EO4I) project brings together the EO and agro-insurance sector. The latter is represented by a champion user group comprised of primary insurers as well as reinsurers. The very close and regular contact with those champion users is an outstanding characteristic of this project.
An analysis of the potential customers’ requirements revealed a list of more than 60 challenges and needs of the sector, such as the assistance in damage assessments, identification of potential risk effects, estimation of affected area and the extent of damage, or monitoring the crop development throughout the season. These challenges were translated into geo-information requirements for a better analysis of currently available EO capabilities. As could be seen so far, business processes of insurance industry can be supported by numerous remote sensing products and services.
Nevertheless, there is a major gap between the perceived potential and the actual application of available EO capabilities by the agro-insurance sector. The bottleneck is the lack of awareness, understanding and trust in the EO products and services for the agro-insurance sector on both sides, the insurers and their customers. The remote sensing community also often focusses on the possibilities and appropriateness of certain techniques, without considering the impact on the customer value, the productivity and profitability of the industry.
Therefore, EO methods, products and services need to be adaptable to the agro-insurance’s business needs and fit into their daily workflows. The project now builds on the results of this initial requirements analysis to connect EO products with insurance solutions to go from best practice to practice. To demonstrate the potential of EO and cutting-edge technology for the agricultural insurance sector, customised use cases to support loss assessment and monitoring based on artificial intelligence will be developed for selected areas and tested with the available in-situ data.
How to cite: Seewald, M., Ryter, R., Van Hoolst, R., Tits, L., Shynkarenko, I., and Shynkarenko, R.: Demonstrating the Potential of EO for the Agro-Insurance Sector, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10953, https://doi.org/10.5194/egusphere-egu21-10953, 2021.
EGU21-7613 | vPICO presentations | NH9.3
The importance of co-design in satellite-derived drought risk financingMarkus Enenkel, Daniel Osgood, and Rahel Diro
Several drought risk financing projects have been developed to strengthen the disaster resilience of the world’s vulnerable communities, countries and regions. Satellite-derived information plays a vital role to characterize historical and current drought impacts. Various independent earth observation datasets can be used to cross-validate each other, strengthening the disaster narrative and reduce basis risk. However, satellite data require additional socioeconomic information, which often shows critical gaps, to close the gap between hazards, vulnerabilities and impacts. While satellite-derived information is considered to be objective there are various projects with payout trigger mechanisms that rely on subjective assessments, for instance expressed as a declaration of emergency. The next generation of risk financing solutions for extreme weather and climate events will have to merge these two perspectives. The World Bank’s Next Generation Drought Index (NGDI) project might be the first attempt to link a convergence of evidence approach applied to satellite-derived insurance triggers with a guided integration of local expertise. The project aims to 1) avoid the perception of more complex technical methods as analytical black boxes 2) benchmark different datasets, model outputs and index parameters, and 3) lower the entry barrier for novel risk financing solutions by establishing local risk ownership. This study focuses on the first results of the NGDI project for Senegal.
How to cite: Enenkel, M., Osgood, D., and Diro, R.: The importance of co-design in satellite-derived drought risk financing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7613, https://doi.org/10.5194/egusphere-egu21-7613, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Several drought risk financing projects have been developed to strengthen the disaster resilience of the world’s vulnerable communities, countries and regions. Satellite-derived information plays a vital role to characterize historical and current drought impacts. Various independent earth observation datasets can be used to cross-validate each other, strengthening the disaster narrative and reduce basis risk. However, satellite data require additional socioeconomic information, which often shows critical gaps, to close the gap between hazards, vulnerabilities and impacts. While satellite-derived information is considered to be objective there are various projects with payout trigger mechanisms that rely on subjective assessments, for instance expressed as a declaration of emergency. The next generation of risk financing solutions for extreme weather and climate events will have to merge these two perspectives. The World Bank’s Next Generation Drought Index (NGDI) project might be the first attempt to link a convergence of evidence approach applied to satellite-derived insurance triggers with a guided integration of local expertise. The project aims to 1) avoid the perception of more complex technical methods as analytical black boxes 2) benchmark different datasets, model outputs and index parameters, and 3) lower the entry barrier for novel risk financing solutions by establishing local risk ownership. This study focuses on the first results of the NGDI project for Senegal.
How to cite: Enenkel, M., Osgood, D., and Diro, R.: The importance of co-design in satellite-derived drought risk financing, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7613, https://doi.org/10.5194/egusphere-egu21-7613, 2021.
EGU21-3996 | vPICO presentations | NH9.3
Landslide Hazard Information System for Landslide Disaster Risk Financing: Earth Observation and Modelling Products for Near-Real-Time AssessmentClément Michoud, Jean-Philippe Malet, Dalia Kirschbaum, Thierry Oppikofer, Robert Emberson, Fabrizio Pacini, Pascal Horton, Anne Puissant, Paolo Mazzanti, Mélanie Pateau, Abder Oulidi, Abderrahim Chaffai, and Lahsen Ait Brahim
The frequency and impact of disasters rise at the global scale, calling for effective disaster risk management and innovative risk financing solutions. Disaster Risk Financing (DRF) can increase the ability of national and local governments, homeowners, businesses, agricultural producers, and low-income populations to respond more quickly and resiliently to disasters by strengthening public financial management and promoting market-based disaster risk financing. For landslide events, the usage of DRF products is not yet extensive, mainly due to challenges in capturing the appropriate destabilization factors and triggers, as well as forecasting the physical properties of a landslide event (such as its type, location, size, number of people affected, and/or exposed infrastructure). The availability and quality of satellite EO derived data on rainfall that triggers landslides (Global Precipitation Measurement mission / GPM) and observations of the landslides themselves (Copernicus Sentinel radar and multispectral sensors, very high resolution -VHR- optical sensors) greatly improved in recent years. In the same time, effective models are refined and support near-real time landslide hazard assessment (e.g. Landslide Hazard Assessment for Situational Awareness / LHASA; Flow path assessment of gravitational hazards at a Regional scale / FLOW-R).
The objective of this work is to present the prototype platform LANDSLIDE HAZARD INFORMATION SYSTEM (LHIS) which aims to support landslide DRF priorities using Earth Observation data and models. The functions of the platform are to be able to anticipate, forecast and respond to incipient landslide events (in Near-Real Time, NRT) by providing estimates of parameters suitable for parametric insurance calculations, including landslide inventories, susceptibility and hazard maps, potential damages and costs analyses. The LHIS prototype is accessible on the GEP / Geohazards Exploitation Platform allowing easy access, processing and visualization of EO-derived products. The prototype consists of three modular components with respectively: 1) a Landslide Detection component to create Landslide Inventories, 2) a Landslide Hazard Assessment component using global and national geospatial datasets leading to Landslide Susceptibility Maps, Scenario-based Hazard Maps and NRT Rainfall-based Hazard Maps, and 3) Landslide Impact Assessment component combining landslide hazard maps with population and infrastructure datasets to derive Landslide Exposure Maps and Landslide Impact Index. The landslide detection module is based on the analysis of time series of optical and SAR data; the landslide hazard and impact assessment modules are based on the LHASA, FLOW-R and PDI models.
The information system is being developed and tested in Morocco in collaboration with the solidarity fund against catastrophic events (FSEC) and the World Bank for two contrasting use cases in the Rif area (North Morocco) and the Safi area (Central Morocco) exposed to various landslide situations occurring in different environmental and climatic contexts.
How to cite: Michoud, C., Malet, J.-P., Kirschbaum, D., Oppikofer, T., Emberson, R., Pacini, F., Horton, P., Puissant, A., Mazzanti, P., Pateau, M., Oulidi, A., Chaffai, A., and Ait Brahim, L.: Landslide Hazard Information System for Landslide Disaster Risk Financing: Earth Observation and Modelling Products for Near-Real-Time Assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3996, https://doi.org/10.5194/egusphere-egu21-3996, 2021.
The frequency and impact of disasters rise at the global scale, calling for effective disaster risk management and innovative risk financing solutions. Disaster Risk Financing (DRF) can increase the ability of national and local governments, homeowners, businesses, agricultural producers, and low-income populations to respond more quickly and resiliently to disasters by strengthening public financial management and promoting market-based disaster risk financing. For landslide events, the usage of DRF products is not yet extensive, mainly due to challenges in capturing the appropriate destabilization factors and triggers, as well as forecasting the physical properties of a landslide event (such as its type, location, size, number of people affected, and/or exposed infrastructure). The availability and quality of satellite EO derived data on rainfall that triggers landslides (Global Precipitation Measurement mission / GPM) and observations of the landslides themselves (Copernicus Sentinel radar and multispectral sensors, very high resolution -VHR- optical sensors) greatly improved in recent years. In the same time, effective models are refined and support near-real time landslide hazard assessment (e.g. Landslide Hazard Assessment for Situational Awareness / LHASA; Flow path assessment of gravitational hazards at a Regional scale / FLOW-R).
The objective of this work is to present the prototype platform LANDSLIDE HAZARD INFORMATION SYSTEM (LHIS) which aims to support landslide DRF priorities using Earth Observation data and models. The functions of the platform are to be able to anticipate, forecast and respond to incipient landslide events (in Near-Real Time, NRT) by providing estimates of parameters suitable for parametric insurance calculations, including landslide inventories, susceptibility and hazard maps, potential damages and costs analyses. The LHIS prototype is accessible on the GEP / Geohazards Exploitation Platform allowing easy access, processing and visualization of EO-derived products. The prototype consists of three modular components with respectively: 1) a Landslide Detection component to create Landslide Inventories, 2) a Landslide Hazard Assessment component using global and national geospatial datasets leading to Landslide Susceptibility Maps, Scenario-based Hazard Maps and NRT Rainfall-based Hazard Maps, and 3) Landslide Impact Assessment component combining landslide hazard maps with population and infrastructure datasets to derive Landslide Exposure Maps and Landslide Impact Index. The landslide detection module is based on the analysis of time series of optical and SAR data; the landslide hazard and impact assessment modules are based on the LHASA, FLOW-R and PDI models.
The information system is being developed and tested in Morocco in collaboration with the solidarity fund against catastrophic events (FSEC) and the World Bank for two contrasting use cases in the Rif area (North Morocco) and the Safi area (Central Morocco) exposed to various landslide situations occurring in different environmental and climatic contexts.
How to cite: Michoud, C., Malet, J.-P., Kirschbaum, D., Oppikofer, T., Emberson, R., Pacini, F., Horton, P., Puissant, A., Mazzanti, P., Pateau, M., Oulidi, A., Chaffai, A., and Ait Brahim, L.: Landslide Hazard Information System for Landslide Disaster Risk Financing: Earth Observation and Modelling Products for Near-Real-Time Assessment, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3996, https://doi.org/10.5194/egusphere-egu21-3996, 2021.
NH9.5 – Natural hazard event analyses for risk reduction and climate adaptation
EGU21-1802 | vPICO presentations | NH9.5 | Highlight
When the unprecedented becomes precedented: Lessons from Cyclones Idai and KennethKaren MacClune and Rachel Norton
Learning from global disasters — understanding what happened, the successes that prevented impacts from being worse, and the opportunities to reduce risk to future events — is critical if we are to protect people from increasingly extreme weather. Population growth is overtaxing ecosystems and climate change is creating new and intensifying existing climate hazards. Proactive and collaborative efforts are needed between all levels, from local to international, and across sectors connecting social science, economics, policy, infrastructure and the environment, to address these challenges. Perhaps most urgently, however, is the need to harness humanitarian response, development, disaster risk reduction, and climate change adaptation to work in concert – we can no longer afford to deliver these needs in isolation.
In March and April 2019 Cyclones Idai and Kenneth – two of the most destructive and powerful cyclones to ever hit southeast Africa – resulted in a widespread humanitarian disaster in Malawi, Mozambique and Zimbabwe, the impacts of which continue today in terms of livelihoods lost, food insecurity, and loss of permanent shelter for thousands. Damages were intensified by the novel nature of the impacts – the storms brought with them climate threats that were new to the areas and people impacted, leading to greater failure of existing preparedness and response mechanisms than might have been expected.
This talk will present learnings from a study conducted by members of the Zurich Flood Resilience Alliance on the impacts of Cyclones Idai and Kenneth, highlighting opportunities for building multi-hazard resilience to future events. In particular, we will highlight the opportunities we found for strengthening resilience, even when challenged by entirely new climate hazards, through strengthening early warning systems and climate services, building capacity and resourcing for early action, supporting the construction of resistant homes and development of more diverse farming practices, and, most crucially, by better connecting humanitarian response and Disaster Risk Reduction (DRR) efforts.
These lessons are part of a series of Post-event Review Capability (PERC) learnings conducted by Zurich since 2013. The PERC methodology (available at: https://www.floodresilience.net/perc) supports broad, multi-sectoral resilience learning from global disaster events and identifies key actions for reducing future harm.
How to cite: MacClune, K. and Norton, R.: When the unprecedented becomes precedented: Lessons from Cyclones Idai and Kenneth, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1802, https://doi.org/10.5194/egusphere-egu21-1802, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Learning from global disasters — understanding what happened, the successes that prevented impacts from being worse, and the opportunities to reduce risk to future events — is critical if we are to protect people from increasingly extreme weather. Population growth is overtaxing ecosystems and climate change is creating new and intensifying existing climate hazards. Proactive and collaborative efforts are needed between all levels, from local to international, and across sectors connecting social science, economics, policy, infrastructure and the environment, to address these challenges. Perhaps most urgently, however, is the need to harness humanitarian response, development, disaster risk reduction, and climate change adaptation to work in concert – we can no longer afford to deliver these needs in isolation.
In March and April 2019 Cyclones Idai and Kenneth – two of the most destructive and powerful cyclones to ever hit southeast Africa – resulted in a widespread humanitarian disaster in Malawi, Mozambique and Zimbabwe, the impacts of which continue today in terms of livelihoods lost, food insecurity, and loss of permanent shelter for thousands. Damages were intensified by the novel nature of the impacts – the storms brought with them climate threats that were new to the areas and people impacted, leading to greater failure of existing preparedness and response mechanisms than might have been expected.
This talk will present learnings from a study conducted by members of the Zurich Flood Resilience Alliance on the impacts of Cyclones Idai and Kenneth, highlighting opportunities for building multi-hazard resilience to future events. In particular, we will highlight the opportunities we found for strengthening resilience, even when challenged by entirely new climate hazards, through strengthening early warning systems and climate services, building capacity and resourcing for early action, supporting the construction of resistant homes and development of more diverse farming practices, and, most crucially, by better connecting humanitarian response and Disaster Risk Reduction (DRR) efforts.
These lessons are part of a series of Post-event Review Capability (PERC) learnings conducted by Zurich since 2013. The PERC methodology (available at: https://www.floodresilience.net/perc) supports broad, multi-sectoral resilience learning from global disaster events and identifies key actions for reducing future harm.
How to cite: MacClune, K. and Norton, R.: When the unprecedented becomes precedented: Lessons from Cyclones Idai and Kenneth, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1802, https://doi.org/10.5194/egusphere-egu21-1802, 2021.
EGU21-5607 | vPICO presentations | NH9.5
Assessing current and future flood risk estimates associated with hurricane rainfall under the 1.5°C and 2°C Paris Agreement goals in Puerto RicoLeanne Archer, Jeffrey Neal, Paul Bates, Emily Vosper, and Dann Mitchell
Record-breaking hydrometeorological disasters such as Hurricane Maria in 2017 have once again highlighted the severe disaster risk exacerbated by a changing climate facing Caribbean small island states. Hurricane rainfall is a key cause of flooding in many Caribbean islands. Yet, despite the projected changes in hurricane rainfall under climate change and the attribution of a climate change signal in particular hurricane rainfall events, estimates of current and future flooding associated with hurricane rainfall are limited in the Caribbean. This research outlines a method for assessing current and future flood risk estimates in the Caribbean, producing an event-based pluvial model using hydrodynamic model LISFLOOD-FP to simulate flood hazard in Puerto Rico for present day, 1.5oC and 2oC Paris Agreement climate projections. An event set of 59,000 hurricane rainfall estimates from a synthetic hurricane rainfall model was applied as the rainfall input to the hydrodynamic model, simulated across time (2-hour timesteps) and space (0.1-degree spatial resolution). The event-based pluvial model was run at the island-scale in Puerto Rico (9104km2) at 20m and 90m resolution to produce event-based flood hazard estimates under present day, 1.5oC and 2oC climate change projections. The flood hazard event set was then combined with population data to get estimates of exposure exceedance under present day, 1.5oC and 2oC climate change projections. The results of this research will provide useful information for both the hydrology and disaster risk reduction communities regarding the potential changes in population exposure to hurricane rainfall-induced flood events in Puerto Rico, as well as how particular characteristics of hurricane rainfall affect flood hazard under 1.5oC and 2oC climate change. This research will also highlight how an event-based pluvial flood model can be utilised to assess a range of possible current and future flood scenarios, as well as how important different aspects of the modelling are for these small island studies. This information is crucial for both current and future disaster risk reduction and climate change adaptation planning in the Caribbean – an ever-increasingly urgent task.
How to cite: Archer, L., Neal, J., Bates, P., Vosper, E., and Mitchell, D.: Assessing current and future flood risk estimates associated with hurricane rainfall under the 1.5°C and 2°C Paris Agreement goals in Puerto Rico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5607, https://doi.org/10.5194/egusphere-egu21-5607, 2021.
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Record-breaking hydrometeorological disasters such as Hurricane Maria in 2017 have once again highlighted the severe disaster risk exacerbated by a changing climate facing Caribbean small island states. Hurricane rainfall is a key cause of flooding in many Caribbean islands. Yet, despite the projected changes in hurricane rainfall under climate change and the attribution of a climate change signal in particular hurricane rainfall events, estimates of current and future flooding associated with hurricane rainfall are limited in the Caribbean. This research outlines a method for assessing current and future flood risk estimates in the Caribbean, producing an event-based pluvial model using hydrodynamic model LISFLOOD-FP to simulate flood hazard in Puerto Rico for present day, 1.5oC and 2oC Paris Agreement climate projections. An event set of 59,000 hurricane rainfall estimates from a synthetic hurricane rainfall model was applied as the rainfall input to the hydrodynamic model, simulated across time (2-hour timesteps) and space (0.1-degree spatial resolution). The event-based pluvial model was run at the island-scale in Puerto Rico (9104km2) at 20m and 90m resolution to produce event-based flood hazard estimates under present day, 1.5oC and 2oC climate change projections. The flood hazard event set was then combined with population data to get estimates of exposure exceedance under present day, 1.5oC and 2oC climate change projections. The results of this research will provide useful information for both the hydrology and disaster risk reduction communities regarding the potential changes in population exposure to hurricane rainfall-induced flood events in Puerto Rico, as well as how particular characteristics of hurricane rainfall affect flood hazard under 1.5oC and 2oC climate change. This research will also highlight how an event-based pluvial flood model can be utilised to assess a range of possible current and future flood scenarios, as well as how important different aspects of the modelling are for these small island studies. This information is crucial for both current and future disaster risk reduction and climate change adaptation planning in the Caribbean – an ever-increasingly urgent task.
How to cite: Archer, L., Neal, J., Bates, P., Vosper, E., and Mitchell, D.: Assessing current and future flood risk estimates associated with hurricane rainfall under the 1.5°C and 2°C Paris Agreement goals in Puerto Rico, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5607, https://doi.org/10.5194/egusphere-egu21-5607, 2021.
EGU21-12689 | vPICO presentations | NH9.5
Estimates of future flood risk in Western Europe and its potential impact on insured losses.Remi Meynadier, Hugo Rakotoarimanga, Madeleine-Sophie Deroche, and Sylvain Buisine
The large-scale and complex nature of climate change makes it difficult to assess and quantify the impact on insurance activities. Climate change is likely affecting the probability of natural hazard occurrence in terms of severity and/or frequency.
Natural catastrophe risk is a function of hazard, exposure and vulnerability. As a (re)-insurer it is seen that changes in year-on-year losses are a function of all these components and not just the hazard.
The present study focuses, in a first step, on assessing impacts of climate change on fluvial flood risks in Europe solely due to changes in hazard itself. A stochastic catalogue of future flood risk events is derived from Pan-European data sets of river flood probability of occurrence produced within EU FP7 RAIN project. The loss modelling framework internally developed at AXA is then used to provide a geographical view of changes in future flood risks.
How to cite: Meynadier, R., Rakotoarimanga, H., Deroche, M.-S., and Buisine, S.: Estimates of future flood risk in Western Europe and its potential impact on insured losses., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12689, https://doi.org/10.5194/egusphere-egu21-12689, 2021.
The large-scale and complex nature of climate change makes it difficult to assess and quantify the impact on insurance activities. Climate change is likely affecting the probability of natural hazard occurrence in terms of severity and/or frequency.
Natural catastrophe risk is a function of hazard, exposure and vulnerability. As a (re)-insurer it is seen that changes in year-on-year losses are a function of all these components and not just the hazard.
The present study focuses, in a first step, on assessing impacts of climate change on fluvial flood risks in Europe solely due to changes in hazard itself. A stochastic catalogue of future flood risk events is derived from Pan-European data sets of river flood probability of occurrence produced within EU FP7 RAIN project. The loss modelling framework internally developed at AXA is then used to provide a geographical view of changes in future flood risks.
How to cite: Meynadier, R., Rakotoarimanga, H., Deroche, M.-S., and Buisine, S.: Estimates of future flood risk in Western Europe and its potential impact on insured losses., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12689, https://doi.org/10.5194/egusphere-egu21-12689, 2021.
EGU21-8482 | vPICO presentations | NH9.5
The floods recorded in the North of Spain in October 2019. A paradigm of compound and multi-hazard event in the framework of climate and environmental changeMaria Carmen Llasat, Isabel Caballero-Leiva, Montserrat Llasat Botija, Laura Esbrí, Tomeu Rigo, Amelia Díaz, Juan Pedro Martín Vide, and Ana Iglesias
This contribution shows a multi-disciplinary forensic investigation of the catastrophic flood event that took place in the northern part of Spain between the 22nd and 23rd of October 2019. The case study has been selected for three reasons. Besides flash-floods and floods in several parts of the region of interest, the event also recorded windstorms, one tornado, snowfalls, thunderstorms, strong sea surges, and landslides, that made a good paradigm of a compound and multi-hazard event. The second reason is because the event has been analyzed from three approaches. Firstly, the hydrometeorological perspective, which includes monitoring through meteorological radar and observation stations, as well as the consequences on the surface. Second, from the socio-economic perspective, both in terms of economic impact and in terms of social perception, for which a citizen science experiment was designed with the FLOODUP tool and in collaboration with the Museu de la Vida Rural de l'Espluga de Francolí (a museum located in the village the event hit the most). FLOODUP is an App developed to improve the population risk awareness and sensibilization face to climate change, that can be also used to collect information. In this case it was used during the period of home confinement due to the pandemics to collect information about the emergency management and impacts. This part also includes the cascading effects, as well as what the Covid-19 pandemic meant in the difficulty of recovery. A third approach analyzes the early warning, emergency management and recovery, in addition to various human initiatives that were carried out. Finally, the third consideration follows the example of pair-events comparison developed in the framework of the IAHS Panta Rhei hydrological decade 2013- 2022 like (ex: Kreibich et al., 2017). In this case, the October 2019 event is compared with the floods of October 1994, specifically regarding the Francolí basin. Maximum precipitation recorded in this last event was 410 mm between 9 and 11 October, with a maximum discharge of the Francolí River of 900 m3/s in Montblanc. As a consequence of it, 10 bridges were destroyed, 10 people lost their life and more than 230 € millions in damages were produced. On the 2019 event maximum precipitation was of 293 mm between 22 and 23 October, the maximum discharge in Montblanc was of 544 m3/s and 5 people lost their life and damages were above 44 € millions. Finally, the event is contextualised in the flood trend observed in the region due to climate and environmental changes. The presentation concludes with the discussion on the potential measures of adaptation that have been already applied or could be applied.
This work has been done in the framework of the M-CostAdapt (CTM2017-83655-C2-1&2-R) research project, funded by the Spanish Ministry of Science and Innovation (MICINN-AEI/FEDER, UE).
Reference. Kreibich, H., S. Vorogushyn, J.C.J.H. Aerts, et al. 2017. Adaptation to flood risk – results of international paired flood event studies. Special collection “Avoiding Disasters: Strengthening Societal Resilience to Natural Hazards” in the journal Earth’s Future. Earth’s Future,5,953–965, doi:10.1002/2017EF000606
How to cite: Llasat, M. C., Caballero-Leiva, I., Llasat Botija, M., Esbrí, L., Rigo, T., Díaz, A., Martín Vide, J. P., and Iglesias, A.: The floods recorded in the North of Spain in October 2019. A paradigm of compound and multi-hazard event in the framework of climate and environmental change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8482, https://doi.org/10.5194/egusphere-egu21-8482, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
This contribution shows a multi-disciplinary forensic investigation of the catastrophic flood event that took place in the northern part of Spain between the 22nd and 23rd of October 2019. The case study has been selected for three reasons. Besides flash-floods and floods in several parts of the region of interest, the event also recorded windstorms, one tornado, snowfalls, thunderstorms, strong sea surges, and landslides, that made a good paradigm of a compound and multi-hazard event. The second reason is because the event has been analyzed from three approaches. Firstly, the hydrometeorological perspective, which includes monitoring through meteorological radar and observation stations, as well as the consequences on the surface. Second, from the socio-economic perspective, both in terms of economic impact and in terms of social perception, for which a citizen science experiment was designed with the FLOODUP tool and in collaboration with the Museu de la Vida Rural de l'Espluga de Francolí (a museum located in the village the event hit the most). FLOODUP is an App developed to improve the population risk awareness and sensibilization face to climate change, that can be also used to collect information. In this case it was used during the period of home confinement due to the pandemics to collect information about the emergency management and impacts. This part also includes the cascading effects, as well as what the Covid-19 pandemic meant in the difficulty of recovery. A third approach analyzes the early warning, emergency management and recovery, in addition to various human initiatives that were carried out. Finally, the third consideration follows the example of pair-events comparison developed in the framework of the IAHS Panta Rhei hydrological decade 2013- 2022 like (ex: Kreibich et al., 2017). In this case, the October 2019 event is compared with the floods of October 1994, specifically regarding the Francolí basin. Maximum precipitation recorded in this last event was 410 mm between 9 and 11 October, with a maximum discharge of the Francolí River of 900 m3/s in Montblanc. As a consequence of it, 10 bridges were destroyed, 10 people lost their life and more than 230 € millions in damages were produced. On the 2019 event maximum precipitation was of 293 mm between 22 and 23 October, the maximum discharge in Montblanc was of 544 m3/s and 5 people lost their life and damages were above 44 € millions. Finally, the event is contextualised in the flood trend observed in the region due to climate and environmental changes. The presentation concludes with the discussion on the potential measures of adaptation that have been already applied or could be applied.
This work has been done in the framework of the M-CostAdapt (CTM2017-83655-C2-1&2-R) research project, funded by the Spanish Ministry of Science and Innovation (MICINN-AEI/FEDER, UE).
Reference. Kreibich, H., S. Vorogushyn, J.C.J.H. Aerts, et al. 2017. Adaptation to flood risk – results of international paired flood event studies. Special collection “Avoiding Disasters: Strengthening Societal Resilience to Natural Hazards” in the journal Earth’s Future. Earth’s Future,5,953–965, doi:10.1002/2017EF000606
How to cite: Llasat, M. C., Caballero-Leiva, I., Llasat Botija, M., Esbrí, L., Rigo, T., Díaz, A., Martín Vide, J. P., and Iglesias, A.: The floods recorded in the North of Spain in October 2019. A paradigm of compound and multi-hazard event in the framework of climate and environmental change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8482, https://doi.org/10.5194/egusphere-egu21-8482, 2021.
EGU21-2894 | vPICO presentations | NH9.5
Assessing fluvial flooding hazard with a DEM-based Hierarchical Filling-&-Spilling Algorithm: a case study in Northern ItalySimone Persiano, Francesca Carisi, Huimin Wang, Valerio Luzzi, Paolo Mazzoli, Stefano Bagli, and Attilio Castellarin
The steady increase of economic losses and social consequences caused by flood events in Europe is triggering the development of updated and efficient technologies for assessing flood hazard over large areas, where detailed hydrologic-hydrodynamic numerical models are resource intensive and therefore scarcely suitable. In this context, the EIT-Climate KIC SaferPLACES (https://saferplaces.co) project aims at exploring and developing innovative and simplified modelling techniques to assess and map pluvial, fluvial and coastal flood hazard and risk under current and future climates, mainly based on LiDAR (Light Detection And Ranging) high-resolution DEMs (Digital Elevation Models) raster-based analysis. Within the SaferPLACES activities, a fast-processing Hierarchical Filling-&-Spilling Algorithm (HFSA), named Safer_RAIN (see Samela et al., 2020; https://www.mdpi.com/2073-4441/12/6/1514/htm), has been recently developed for mapping pluvial flooding in large urban areas by accounting for spatially distributed rainfall inputs and infiltration processes. Although it does not incorporate any detailed description of the dynamics of overland flow and water-depth routing, previous applications have shown Safer_RAIN to be an effective tool for a rapid and consistent identification of pluvial-hazard hotspots under different rainfall and land-use scenarios.
Although Safer_RAIN has been conceived for pluvial flooding hazard assessment, its structure suggests its suitability for delineating flooded areas and computing water depth in the aftermath of fluvial inundation (i.e. once the dynamic components of the inundation process become negligible) in predominantly flat floodplains. To this aim, a given flood volume can be assigned to the pixels coinciding with the fluvial flooding point-sources (e.g. simulated levee breach or overtopping) as the input to Safer_RAIN, which is then used for flooding the downstream floodplain portion according to a HSFA approach. We present a first test of the fluvial-application of Safer_RAIN for the case study of the Pisciatello river (Northern Italy, floodplain area of approximately 1300 hectares). Results for different flood scenarios obtained with Safer_RAIN at 1m resolution are compared with the corresponding flooding scenarios simulated with the fully two-dimensional numerical model HEC-RAS at 1m and 5m resolutions. The outcomes of both models are compared in terms of flooded area extent and water depth distribution, highlighting potential and limitations of Safer_RAIN for identifying fluvial flooding hazard.
How to cite: Persiano, S., Carisi, F., Wang, H., Luzzi, V., Mazzoli, P., Bagli, S., and Castellarin, A.: Assessing fluvial flooding hazard with a DEM-based Hierarchical Filling-&-Spilling Algorithm: a case study in Northern Italy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2894, https://doi.org/10.5194/egusphere-egu21-2894, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The steady increase of economic losses and social consequences caused by flood events in Europe is triggering the development of updated and efficient technologies for assessing flood hazard over large areas, where detailed hydrologic-hydrodynamic numerical models are resource intensive and therefore scarcely suitable. In this context, the EIT-Climate KIC SaferPLACES (https://saferplaces.co) project aims at exploring and developing innovative and simplified modelling techniques to assess and map pluvial, fluvial and coastal flood hazard and risk under current and future climates, mainly based on LiDAR (Light Detection And Ranging) high-resolution DEMs (Digital Elevation Models) raster-based analysis. Within the SaferPLACES activities, a fast-processing Hierarchical Filling-&-Spilling Algorithm (HFSA), named Safer_RAIN (see Samela et al., 2020; https://www.mdpi.com/2073-4441/12/6/1514/htm), has been recently developed for mapping pluvial flooding in large urban areas by accounting for spatially distributed rainfall inputs and infiltration processes. Although it does not incorporate any detailed description of the dynamics of overland flow and water-depth routing, previous applications have shown Safer_RAIN to be an effective tool for a rapid and consistent identification of pluvial-hazard hotspots under different rainfall and land-use scenarios.
Although Safer_RAIN has been conceived for pluvial flooding hazard assessment, its structure suggests its suitability for delineating flooded areas and computing water depth in the aftermath of fluvial inundation (i.e. once the dynamic components of the inundation process become negligible) in predominantly flat floodplains. To this aim, a given flood volume can be assigned to the pixels coinciding with the fluvial flooding point-sources (e.g. simulated levee breach or overtopping) as the input to Safer_RAIN, which is then used for flooding the downstream floodplain portion according to a HSFA approach. We present a first test of the fluvial-application of Safer_RAIN for the case study of the Pisciatello river (Northern Italy, floodplain area of approximately 1300 hectares). Results for different flood scenarios obtained with Safer_RAIN at 1m resolution are compared with the corresponding flooding scenarios simulated with the fully two-dimensional numerical model HEC-RAS at 1m and 5m resolutions. The outcomes of both models are compared in terms of flooded area extent and water depth distribution, highlighting potential and limitations of Safer_RAIN for identifying fluvial flooding hazard.
How to cite: Persiano, S., Carisi, F., Wang, H., Luzzi, V., Mazzoli, P., Bagli, S., and Castellarin, A.: Assessing fluvial flooding hazard with a DEM-based Hierarchical Filling-&-Spilling Algorithm: a case study in Northern Italy , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2894, https://doi.org/10.5194/egusphere-egu21-2894, 2021.
EGU21-10086 | vPICO presentations | NH9.5
An analysis of Italian damage data to economic activitiesMarta Galliani, Francesca Carisi, Alessio Domeneghetti, Giovanni Menduni, Daniela Molinari, Simone Sterlacchini, Marco Zazzeri, and Francesco Ballio
The study of flood impacts on the different sectors that compose the built environment and the society is crucial to implement actions of prevention, mitigation, and cautious planning. In such a context, the sector of businesses assumes a critical role, both for its importance for the wellbeing of the society and because of the high losses it suffers in case of inundations. Nevertheless, flood damage modelling to businesses is still a challenging task: the large number of different commercial activities, their specific geographical and economic contexts and the few observed damage data are just some of the reasons for that. In Italy, for example, a shared methodology to assess damage to enterprises is not present; building knowledge about types and dimensions of impacts of flood events to economic activities is then even more impelling. This contribution presents the analysis of about a thousand observed damage records regarding industrial and commercial activities, collected by four research groups after different flood events in Italy: the inundation occurred in the town of Lodi (Lombardia Region) in 2002, the one in Sardegna Region in 2013, and the floods caused in the Emilia-Romagna Region by Secchia (2014) and Enza (2017) Rivers. Data retrieved from the local and regional authorities responsible for damage compensation present different levels of detail and aggregation, according to the case study investigated. In all cases, they refer to the direct damage only and, for each case study, they have been first organised according to the activity types (e.g. trade, manufacturing, construction, finance) and per affected components: i.e. structure, equipment and stock. Data analysis has been led by some questions, we identified as key to start developing knowledge for damage modelling: are there similarities in the different case studies? Which are the more affected business sectors in case of flood? Which component suffers the highest damage among structure, equipment, and stock? Is there an empirical trend of damage with hazard parameters? Results were first compared with the socio-economic context of the affected area, to have a first confirmation of data quality and reliability; then, the analysis focused on searching information and relationships between damage and activity type, activity dimension and water level. Results support the identification of the more vulnerable elements within the business sector, orienting modellers’ and decision-makers’ choices.
How to cite: Galliani, M., Carisi, F., Domeneghetti, A., Menduni, G., Molinari, D., Sterlacchini, S., Zazzeri, M., and Ballio, F.: An analysis of Italian damage data to economic activities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10086, https://doi.org/10.5194/egusphere-egu21-10086, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The study of flood impacts on the different sectors that compose the built environment and the society is crucial to implement actions of prevention, mitigation, and cautious planning. In such a context, the sector of businesses assumes a critical role, both for its importance for the wellbeing of the society and because of the high losses it suffers in case of inundations. Nevertheless, flood damage modelling to businesses is still a challenging task: the large number of different commercial activities, their specific geographical and economic contexts and the few observed damage data are just some of the reasons for that. In Italy, for example, a shared methodology to assess damage to enterprises is not present; building knowledge about types and dimensions of impacts of flood events to economic activities is then even more impelling. This contribution presents the analysis of about a thousand observed damage records regarding industrial and commercial activities, collected by four research groups after different flood events in Italy: the inundation occurred in the town of Lodi (Lombardia Region) in 2002, the one in Sardegna Region in 2013, and the floods caused in the Emilia-Romagna Region by Secchia (2014) and Enza (2017) Rivers. Data retrieved from the local and regional authorities responsible for damage compensation present different levels of detail and aggregation, according to the case study investigated. In all cases, they refer to the direct damage only and, for each case study, they have been first organised according to the activity types (e.g. trade, manufacturing, construction, finance) and per affected components: i.e. structure, equipment and stock. Data analysis has been led by some questions, we identified as key to start developing knowledge for damage modelling: are there similarities in the different case studies? Which are the more affected business sectors in case of flood? Which component suffers the highest damage among structure, equipment, and stock? Is there an empirical trend of damage with hazard parameters? Results were first compared with the socio-economic context of the affected area, to have a first confirmation of data quality and reliability; then, the analysis focused on searching information and relationships between damage and activity type, activity dimension and water level. Results support the identification of the more vulnerable elements within the business sector, orienting modellers’ and decision-makers’ choices.
How to cite: Galliani, M., Carisi, F., Domeneghetti, A., Menduni, G., Molinari, D., Sterlacchini, S., Zazzeri, M., and Ballio, F.: An analysis of Italian damage data to economic activities, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10086, https://doi.org/10.5194/egusphere-egu21-10086, 2021.
EGU21-14996 | vPICO presentations | NH9.5
A Bayesian network approach for multi-sectoral flood damage assessment and multi-scenario analysisRemi Harris, Elisa Furlan, Hung Vuong Pham, Silvia Torresan, Jaroslav Mysiak, and Andrea Critto
Extreme weather and climate related events, from river flooding to droughts and tropical cyclones, are likely to become both more severe and more frequent in the coming decades, and the damages caused by these events will be felt across all sectors of society. In the face of this threat, policy- and decision-makers are increasingly calling for new approaches and tools to support risk management and climate adaptation pathways that can capture the full extent of the impacts. In the frame of the LODE DG ECHO project (https://www.lodeproject.polimi.it/), a GIS-based Bayesian Network (BN) approach is presented for the capturing and modelling of multi-sectoral flooding damages against future ‘what-if’ scenarios. Building on a risk-based conceptual framework, the BN model was trained and validated by exploiting data collected from the 2014 Secchia River flooding event, as well as other contextual variables. Moreover, a novel approach to defining the structure of the BN was performed, reconfiguring the model according to expert judgment and data-based validation. The model showed a good predictive capacity for damages in the agricultural, industrial and residential sectors, predicting the severity of damages with a classification accuracy of about 60% for each of these assessment endpoints. ‘What-if’ scenario analysis was performed to understand the potential impacts of future changes in i) land use patterns and ii) increasing flood depths resulting from more severe flood events. The output of the model showed a rising probability of experiencing high monetary damages under both scenarios. In spite of constraints within the case study dataset, the results of the appraisal show good promise, and together with the designed BN model itself represent a valuable support for disaster risk management and reduction actions against extreme river flooding events, enabling better informed decision making.
How to cite: Harris, R., Furlan, E., Pham, H. V., Torresan, S., Mysiak, J., and Critto, A.: A Bayesian network approach for multi-sectoral flood damage assessment and multi-scenario analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14996, https://doi.org/10.5194/egusphere-egu21-14996, 2021.
Extreme weather and climate related events, from river flooding to droughts and tropical cyclones, are likely to become both more severe and more frequent in the coming decades, and the damages caused by these events will be felt across all sectors of society. In the face of this threat, policy- and decision-makers are increasingly calling for new approaches and tools to support risk management and climate adaptation pathways that can capture the full extent of the impacts. In the frame of the LODE DG ECHO project (https://www.lodeproject.polimi.it/), a GIS-based Bayesian Network (BN) approach is presented for the capturing and modelling of multi-sectoral flooding damages against future ‘what-if’ scenarios. Building on a risk-based conceptual framework, the BN model was trained and validated by exploiting data collected from the 2014 Secchia River flooding event, as well as other contextual variables. Moreover, a novel approach to defining the structure of the BN was performed, reconfiguring the model according to expert judgment and data-based validation. The model showed a good predictive capacity for damages in the agricultural, industrial and residential sectors, predicting the severity of damages with a classification accuracy of about 60% for each of these assessment endpoints. ‘What-if’ scenario analysis was performed to understand the potential impacts of future changes in i) land use patterns and ii) increasing flood depths resulting from more severe flood events. The output of the model showed a rising probability of experiencing high monetary damages under both scenarios. In spite of constraints within the case study dataset, the results of the appraisal show good promise, and together with the designed BN model itself represent a valuable support for disaster risk management and reduction actions against extreme river flooding events, enabling better informed decision making.
How to cite: Harris, R., Furlan, E., Pham, H. V., Torresan, S., Mysiak, J., and Critto, A.: A Bayesian network approach for multi-sectoral flood damage assessment and multi-scenario analysis, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14996, https://doi.org/10.5194/egusphere-egu21-14996, 2021.
EGU21-14444 | vPICO presentations | NH9.5
Rapid flash flood impact assessments at different spatial scalesJosias Ritter, Marc Berenguer, Shinju Park, and Daniel Sempere-Torres
In September 2019, a weather phenomenon known in Spain as “DANA” brought rainfall accumulations of up to 452 mm in 48 h to the south-eastern part of Spain, triggering numerous flash floods and a severe fluvial flood in the Segura river. As a consequence, seven people died, over 5000 were evacuated, and the economic losses exceeded 2.2 billion Euros.
During such devastating events, early warning systems (EWSs) are a key element for the effective mitigation of impacts. They provide emergency responders (e.g. civil protection authorities) with essential information for the coordination of the flood response.
In Europe, emergency responders co-operate on different spatial scales: National and regional civil protection authorities collaborate in monitoring and applying specific actions, such as evacuations, road closures, or the installation of mobile flood barriers. For this task, they require location-specific information in high spatiotemporal resolution. At a larger scale, the Emergency Response Coordination Centre of the European Union (ERCC) monitors the entire continent for upcoming emergencies and supports the regional and national authorities with information and resources. Such international actors prefer order-of-magnitude statements over large spatial domains to make informed decisions. The different requirements of end-users operating at different spatial scales need to be taken into account for the development of EWSs.
Traditionally, flood EWSs are designed to predict the hazard component of the flood (e.g. in terms of river discharge). In recent years, however, a number of methods were developed that automatically translate the flood hazard into the corresponding socio-economic impacts (e.g. the number of people affected). Such impact-based EWSs enhance the decision support for the emergency responders and thus facilitate an effective flood response.
In this work, we analyse the DANA event of 2019 from the perspective of impact-based early warning. We present, validate, and compare rapid flash flood impact assessments from the following two methods:
Firstly, the ReAFFIRM method (Ritter et al., 2020) generating quantitative flash flood impact estimates in high resolution to support decisions at local and regional scales. Secondly, a newly developed method (named ReAFFINE) that qualitatively estimates flash flood impacts with pan-European coverage, as decision support for end-users operating over large spatial domains.
Simulation results for the DANA event show that the flash flood impact assessments from the pan-European method (ReAFFINE) correspond well to reported impacts and to the results from the regional method (ReAFFIRM) while providing more context-specific information for end-users operating at the international level.
References:
Ritter, J., Berenguer, M., Corral, C., Park, S., Sempere-Torres, D., 2020. ReAFFIRM: Real-time Assessment of Flash Flood Impacts – a Regional high-resolution Method. Environ. Int. 136, 105375. https://doi.org/10.1016/j.envint.2019.105375
How to cite: Ritter, J., Berenguer, M., Park, S., and Sempere-Torres, D.: Rapid flash flood impact assessments at different spatial scales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14444, https://doi.org/10.5194/egusphere-egu21-14444, 2021.
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In September 2019, a weather phenomenon known in Spain as “DANA” brought rainfall accumulations of up to 452 mm in 48 h to the south-eastern part of Spain, triggering numerous flash floods and a severe fluvial flood in the Segura river. As a consequence, seven people died, over 5000 were evacuated, and the economic losses exceeded 2.2 billion Euros.
During such devastating events, early warning systems (EWSs) are a key element for the effective mitigation of impacts. They provide emergency responders (e.g. civil protection authorities) with essential information for the coordination of the flood response.
In Europe, emergency responders co-operate on different spatial scales: National and regional civil protection authorities collaborate in monitoring and applying specific actions, such as evacuations, road closures, or the installation of mobile flood barriers. For this task, they require location-specific information in high spatiotemporal resolution. At a larger scale, the Emergency Response Coordination Centre of the European Union (ERCC) monitors the entire continent for upcoming emergencies and supports the regional and national authorities with information and resources. Such international actors prefer order-of-magnitude statements over large spatial domains to make informed decisions. The different requirements of end-users operating at different spatial scales need to be taken into account for the development of EWSs.
Traditionally, flood EWSs are designed to predict the hazard component of the flood (e.g. in terms of river discharge). In recent years, however, a number of methods were developed that automatically translate the flood hazard into the corresponding socio-economic impacts (e.g. the number of people affected). Such impact-based EWSs enhance the decision support for the emergency responders and thus facilitate an effective flood response.
In this work, we analyse the DANA event of 2019 from the perspective of impact-based early warning. We present, validate, and compare rapid flash flood impact assessments from the following two methods:
Firstly, the ReAFFIRM method (Ritter et al., 2020) generating quantitative flash flood impact estimates in high resolution to support decisions at local and regional scales. Secondly, a newly developed method (named ReAFFINE) that qualitatively estimates flash flood impacts with pan-European coverage, as decision support for end-users operating over large spatial domains.
Simulation results for the DANA event show that the flash flood impact assessments from the pan-European method (ReAFFINE) correspond well to reported impacts and to the results from the regional method (ReAFFIRM) while providing more context-specific information for end-users operating at the international level.
References:
Ritter, J., Berenguer, M., Corral, C., Park, S., Sempere-Torres, D., 2020. ReAFFIRM: Real-time Assessment of Flash Flood Impacts – a Regional high-resolution Method. Environ. Int. 136, 105375. https://doi.org/10.1016/j.envint.2019.105375
How to cite: Ritter, J., Berenguer, M., Park, S., and Sempere-Torres, D.: Rapid flash flood impact assessments at different spatial scales, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14444, https://doi.org/10.5194/egusphere-egu21-14444, 2021.
EGU21-14853 | vPICO presentations | NH9.5
Flood risk assessment for EcuadorMelisa Mena-Benavides, Manuel Urrutia, Konstantin Scheffczyk, Angel A. Valdiviezo-Ajila, Jhoyzett Mendoza, Gissela Diaz, Guido Riembauer, and Yvonne Walz
Understanding disaster risk is the first priority for action of the Sendai Framework for Disaster Risk Reduction (SFDRR) and is the essential information needed to guide disaster governance and achieve disaster risk reduction. Flooding is a natural hazard that causes the highest number of affected people due to disasters. In Ecuador from 1970 to 2019 flooding caused the highest amount of loss and damage to housing, and from 2016 to 2019 there were 1263 flood events reported. However, the differentiated impacts in flood exposed areas and what can be done to reduce risk and its impacts are still not well understood. In this research, we explored the different dimensions of flood risk, namely hazard, exposure, and vulnerability, and investigated the drivers of risk in different ecological regions of Ecuador. The assessment was conducted at the parish level, the smallest administrative scale, for three selected provinces of Bolivar, Los Ríos, and Napo, representing not only the country’s three main ecological regions but also commonly affected territories due to flooding. Using an automated flood detection procedure based on Sentinel-1 synthetic aperture radar data, flood hazard information was derived from flood frequency and flood depth for the years 2017, 2018, and 2019. The drivers of exposure and vulnerability were derived from scientific literature and further evaluated and complemented during a participatory workshop with over 50 local experts from the different regions. Centered on this exercise, an indicator library was created to inform the data selection from various sources and provides the basis for deriving a spatially explicit flood risk assessment using an indicator-based approach. Impact data are available to validate the risk assessment at the parish level and with this reveal key drivers of flood risk in different ecological regions of Ecuador. This information will provide the basis to derive targeted measures for disaster risk reduction.
How to cite: Mena-Benavides, M., Urrutia, M., Scheffczyk, K., Valdiviezo-Ajila, A. A., Mendoza, J., Diaz, G., Riembauer, G., and Walz, Y.: Flood risk assessment for Ecuador , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14853, https://doi.org/10.5194/egusphere-egu21-14853, 2021.
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Understanding disaster risk is the first priority for action of the Sendai Framework for Disaster Risk Reduction (SFDRR) and is the essential information needed to guide disaster governance and achieve disaster risk reduction. Flooding is a natural hazard that causes the highest number of affected people due to disasters. In Ecuador from 1970 to 2019 flooding caused the highest amount of loss and damage to housing, and from 2016 to 2019 there were 1263 flood events reported. However, the differentiated impacts in flood exposed areas and what can be done to reduce risk and its impacts are still not well understood. In this research, we explored the different dimensions of flood risk, namely hazard, exposure, and vulnerability, and investigated the drivers of risk in different ecological regions of Ecuador. The assessment was conducted at the parish level, the smallest administrative scale, for three selected provinces of Bolivar, Los Ríos, and Napo, representing not only the country’s three main ecological regions but also commonly affected territories due to flooding. Using an automated flood detection procedure based on Sentinel-1 synthetic aperture radar data, flood hazard information was derived from flood frequency and flood depth for the years 2017, 2018, and 2019. The drivers of exposure and vulnerability were derived from scientific literature and further evaluated and complemented during a participatory workshop with over 50 local experts from the different regions. Centered on this exercise, an indicator library was created to inform the data selection from various sources and provides the basis for deriving a spatially explicit flood risk assessment using an indicator-based approach. Impact data are available to validate the risk assessment at the parish level and with this reveal key drivers of flood risk in different ecological regions of Ecuador. This information will provide the basis to derive targeted measures for disaster risk reduction.
How to cite: Mena-Benavides, M., Urrutia, M., Scheffczyk, K., Valdiviezo-Ajila, A. A., Mendoza, J., Diaz, G., Riembauer, G., and Walz, Y.: Flood risk assessment for Ecuador , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14853, https://doi.org/10.5194/egusphere-egu21-14853, 2021.
EGU21-14720 | vPICO presentations | NH9.5
Development and validation of a geospatial model for monitoring indicators of the Sendai framework using the example of flooding in EcuadorManuel Urrutia, Guido Riembauer, Angel A. Valdiviezo-Ajila, Stalin Jímenez, Antonio R. Andrade, and Yvonne Walz
The Sendai Framework for Disaster Risk Reduction (SFDRR) provides a concrete agenda for evidence-based policy for disaster risk reduction as a key component of the post-2015 global development agenda. However, the progress of implementing the seven Global Targets of the SFDRR at the national level via the monitor of a set of thirty-eight indicators is obstructed due to a lack of available, accessible, and validated data on disaster-related loss and damage, especially in developing countries. This weakens the accuracy, timeliness, and quality of the Sendai monitoring process. In the case of floods, which account for the highest number of people affected by hazards,[WY1] there is a strong need for innovative and appropriate tools for monitoring and reporting flood impacts.
The country of Ecuador and their validated national flood loss and damage database, which stretches back to 1970, is a stark counterpoint to the norm and serves as the case study for this research. In this research we develop a geospatial model approach, which combines earth observation-based information products with additional geospatial data to result quantitative measures for selected indicators of the SFDRR and validate them based on an existing database on flood loss and damage in Ecuador. Specifically, we build on automated derivation of flood event characteristics from a full year of Sentinel-1 synthetic aperture radar data to assess flood hazard in Ecuador, and complement this with geospatial data on flood-related exposure and vulnerability to model selected indicators of the SFDRR in a spatially explicit way. The validation process of this geospatial model is conducted in reference to in situ loss and damage data related to flooding for the years 2017, 2018, and 2019. The derivation of information products is conducted in close collaboration with the National Service for Risk and Emergency Management of the Government of Ecuador, the country office of the United Nations Development Program, and the United Nations Office for Disaster Risk Reduction. It is thereby assured that the development and validation of this methodology is in line with the national and international approach of implementing the SFDRR.
How to cite: Urrutia, M., Riembauer, G., Valdiviezo-Ajila, A. A., Jímenez, S., Andrade, A. R., and Walz, Y.: Development and validation of a geospatial model for monitoring indicators of the Sendai framework using the example of flooding in Ecuador, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14720, https://doi.org/10.5194/egusphere-egu21-14720, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Sendai Framework for Disaster Risk Reduction (SFDRR) provides a concrete agenda for evidence-based policy for disaster risk reduction as a key component of the post-2015 global development agenda. However, the progress of implementing the seven Global Targets of the SFDRR at the national level via the monitor of a set of thirty-eight indicators is obstructed due to a lack of available, accessible, and validated data on disaster-related loss and damage, especially in developing countries. This weakens the accuracy, timeliness, and quality of the Sendai monitoring process. In the case of floods, which account for the highest number of people affected by hazards,[WY1] there is a strong need for innovative and appropriate tools for monitoring and reporting flood impacts.
The country of Ecuador and their validated national flood loss and damage database, which stretches back to 1970, is a stark counterpoint to the norm and serves as the case study for this research. In this research we develop a geospatial model approach, which combines earth observation-based information products with additional geospatial data to result quantitative measures for selected indicators of the SFDRR and validate them based on an existing database on flood loss and damage in Ecuador. Specifically, we build on automated derivation of flood event characteristics from a full year of Sentinel-1 synthetic aperture radar data to assess flood hazard in Ecuador, and complement this with geospatial data on flood-related exposure and vulnerability to model selected indicators of the SFDRR in a spatially explicit way. The validation process of this geospatial model is conducted in reference to in situ loss and damage data related to flooding for the years 2017, 2018, and 2019. The derivation of information products is conducted in close collaboration with the National Service for Risk and Emergency Management of the Government of Ecuador, the country office of the United Nations Development Program, and the United Nations Office for Disaster Risk Reduction. It is thereby assured that the development and validation of this methodology is in line with the national and international approach of implementing the SFDRR.
How to cite: Urrutia, M., Riembauer, G., Valdiviezo-Ajila, A. A., Jímenez, S., Andrade, A. R., and Walz, Y.: Development and validation of a geospatial model for monitoring indicators of the Sendai framework using the example of flooding in Ecuador, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14720, https://doi.org/10.5194/egusphere-egu21-14720, 2021.
EGU21-7253 | vPICO presentations | NH9.5
Building damage impact forecasting for winter windstorms in SwitzerlandThomas Röösli and David N. Bresch
Weather extremes can have high socio-economic impacts. Better impact forecasting and preventive action help to reduce these impacts. In Switzerland, the winter windstorms caused high building damage, felled trees and interrupted traffic and power. Events such as Burglind-Eleanor in January 2018 are a learning opportunity for weather warnings, risk modelling and decision-making.
We have developed and implemented an operational impact forecasting system for building damage due to wind events in Switzerland. We use the ensemble weather forecast of wind gusts produced by the national meteorological agency MeteoSwiss. We couple this hazard information with a spatially explicit impact model (CLIMADA) for building damages due to winter windstorms. Each day, the impact forecasting system publishes a probabilistic forecast of the expected building damages on a spatial grid.
This system produces promising results for major historical storms when compared to aggregated daily building insurance claims data from a public building insurer of the canton of Zurich. The daily impact forecasts were qualitatively categorized as (1) successful (2) miss or (3) false alarm. The impacts of windstorm Burglind-Eleanor and five other winter windstorms were forecasted reasonably well, with four successful forecasts, one miss and one false alarm.
The building damage due to smaller storm extremes was not as successfully forecasted. Thunderstorms are not as well forecasted with 2 days’ lead time and as a result the impact forecasting system produces more misses and false alarms outside the winter storm season. For the Alpine-specific southerly Foehn winds, the impact forecasts produce many false alarms, probably caused by an overestimation of wind gusts in the weather forecast.
The forecasting system can be used to improve weather warnings and allocate resources and staff in the claims handling process of building insurances. This will help to improve recovery time and costs to institutions and individuals. The open-source code and open meteorological data makes this implementation transferable to other hazard types and other geographical regions.
How to cite: Röösli, T. and Bresch, D. N.: Building damage impact forecasting for winter windstorms in Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7253, https://doi.org/10.5194/egusphere-egu21-7253, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Weather extremes can have high socio-economic impacts. Better impact forecasting and preventive action help to reduce these impacts. In Switzerland, the winter windstorms caused high building damage, felled trees and interrupted traffic and power. Events such as Burglind-Eleanor in January 2018 are a learning opportunity for weather warnings, risk modelling and decision-making.
We have developed and implemented an operational impact forecasting system for building damage due to wind events in Switzerland. We use the ensemble weather forecast of wind gusts produced by the national meteorological agency MeteoSwiss. We couple this hazard information with a spatially explicit impact model (CLIMADA) for building damages due to winter windstorms. Each day, the impact forecasting system publishes a probabilistic forecast of the expected building damages on a spatial grid.
This system produces promising results for major historical storms when compared to aggregated daily building insurance claims data from a public building insurer of the canton of Zurich. The daily impact forecasts were qualitatively categorized as (1) successful (2) miss or (3) false alarm. The impacts of windstorm Burglind-Eleanor and five other winter windstorms were forecasted reasonably well, with four successful forecasts, one miss and one false alarm.
The building damage due to smaller storm extremes was not as successfully forecasted. Thunderstorms are not as well forecasted with 2 days’ lead time and as a result the impact forecasting system produces more misses and false alarms outside the winter storm season. For the Alpine-specific southerly Foehn winds, the impact forecasts produce many false alarms, probably caused by an overestimation of wind gusts in the weather forecast.
The forecasting system can be used to improve weather warnings and allocate resources and staff in the claims handling process of building insurances. This will help to improve recovery time and costs to institutions and individuals. The open-source code and open meteorological data makes this implementation transferable to other hazard types and other geographical regions.
How to cite: Röösli, T. and Bresch, D. N.: Building damage impact forecasting for winter windstorms in Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7253, https://doi.org/10.5194/egusphere-egu21-7253, 2021.
EGU21-7862 | vPICO presentations | NH9.5
Towards a quantified and global landslide hazard assessment for New-Caledonia (South Pacific) in a regulatory mapping contextBastien Colas, Yannick Thiery, Yaël Guyomard, Mathieu Mengin, Olivier Monge, Vincent Mardhel, and Rosalie Vandromme
Requiring spatial and temporal quantified information on landslide hazard over a large area is a prerequisite to forecast them. However, in many cases, the quantification remains partial, because of a lack of information on the phenomena, on predisposing and triggering factors or because the scientific approaches used in research domain are complex to apply in a regulatory framework. Thus, in this context, for many sites and end-users, the documents produced by empirical methods are used, without quantification of hazards.
In 2019, a collaboration between the DIMENC Geological Survey Service of New-Caledonia (South-Pacific) and the BRGM planed the development of a global methodology of landslide hazard assessment at the 1:25,000 scale of work according to the recommendations of the JTC-1. Indeed, landslide hazard in New Caledonia is insufficiently assessed and few taken into account in land-use planning. However, this large mountainous island is regularly affected by different type of instabilities (i.e. rock-falls; rock-slides; slides; debris-flows) due to intense rainfalls. The consequences can be material and human, as in 2016 for the municipality of Houaïlou, where debris-flows occurred, inducing 5 deaths, 3 missing persons, 8 injuries along with large material damages. Few heuristic landslide hazard maps based on expert opinion are available, but the methodology is not homogeneous and harmonized. Therefore, even if these maps constitute a solid base of knowledge, their valorization for land use planning remains difficult.
To overcome these shortcomings, the methodology chosen is quantitative, taking into account the susceptibility of the territory (i.e. spatial probability of phenomena occurrence with discrimination of initiation and run-out), the temporal probability of occurrence (i.e. from diachronic analyses) and the phenomena intensity (i.e. through the considered velocity of runout and the potential of induced damages). The methodology is declined by type of phenomena and is based on a comprehensive inventory. Six main steps are defined with:
- An inventory of the events by visual remote sensing and field observations;
- Discriminated mapping of bedrock and surficial formations (i.e. regolith: weathered formations and gravitational deposits);
- Computation of each landslide initiation susceptibility by a bivariate method;
- Integration of the temporal occurrence probability;
- Computation of the phenomena runout by a numerical approach taking into account the reach angle;
- Integration of the intensity of the phenomena according to the estimated volumes and/or velocity to quantify landslide hazard.
The classes of spatial and temporal probabilities are based on the JTC-1 agreement and allow obtaining quantified hazard maps. The validation of the results is performed by a field validation, by phenomena not used for the computations, and by statistical tests. The method is tested in the municipality of Mont-Dore (643 km²), which was heavily impacted in 1988 by cyclone 'Anne'. Beyond the fact that the methodology will be applied throughout the territory in an operational framework and will allow the adaptation of local planning, the project allows the improvement of:
- Knowledge of the different kind of landslides in a volcano-sedimentary and metamorphic context strongly weathered;
- Knowledge of the regolith, which newly integrated for this type of analysis for the island’s municipalities.
How to cite: Colas, B., Thiery, Y., Guyomard, Y., Mengin, M., Monge, O., Mardhel, V., and Vandromme, R.: Towards a quantified and global landslide hazard assessment for New-Caledonia (South Pacific) in a regulatory mapping context, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7862, https://doi.org/10.5194/egusphere-egu21-7862, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Requiring spatial and temporal quantified information on landslide hazard over a large area is a prerequisite to forecast them. However, in many cases, the quantification remains partial, because of a lack of information on the phenomena, on predisposing and triggering factors or because the scientific approaches used in research domain are complex to apply in a regulatory framework. Thus, in this context, for many sites and end-users, the documents produced by empirical methods are used, without quantification of hazards.
In 2019, a collaboration between the DIMENC Geological Survey Service of New-Caledonia (South-Pacific) and the BRGM planed the development of a global methodology of landslide hazard assessment at the 1:25,000 scale of work according to the recommendations of the JTC-1. Indeed, landslide hazard in New Caledonia is insufficiently assessed and few taken into account in land-use planning. However, this large mountainous island is regularly affected by different type of instabilities (i.e. rock-falls; rock-slides; slides; debris-flows) due to intense rainfalls. The consequences can be material and human, as in 2016 for the municipality of Houaïlou, where debris-flows occurred, inducing 5 deaths, 3 missing persons, 8 injuries along with large material damages. Few heuristic landslide hazard maps based on expert opinion are available, but the methodology is not homogeneous and harmonized. Therefore, even if these maps constitute a solid base of knowledge, their valorization for land use planning remains difficult.
To overcome these shortcomings, the methodology chosen is quantitative, taking into account the susceptibility of the territory (i.e. spatial probability of phenomena occurrence with discrimination of initiation and run-out), the temporal probability of occurrence (i.e. from diachronic analyses) and the phenomena intensity (i.e. through the considered velocity of runout and the potential of induced damages). The methodology is declined by type of phenomena and is based on a comprehensive inventory. Six main steps are defined with:
- An inventory of the events by visual remote sensing and field observations;
- Discriminated mapping of bedrock and surficial formations (i.e. regolith: weathered formations and gravitational deposits);
- Computation of each landslide initiation susceptibility by a bivariate method;
- Integration of the temporal occurrence probability;
- Computation of the phenomena runout by a numerical approach taking into account the reach angle;
- Integration of the intensity of the phenomena according to the estimated volumes and/or velocity to quantify landslide hazard.
The classes of spatial and temporal probabilities are based on the JTC-1 agreement and allow obtaining quantified hazard maps. The validation of the results is performed by a field validation, by phenomena not used for the computations, and by statistical tests. The method is tested in the municipality of Mont-Dore (643 km²), which was heavily impacted in 1988 by cyclone 'Anne'. Beyond the fact that the methodology will be applied throughout the territory in an operational framework and will allow the adaptation of local planning, the project allows the improvement of:
- Knowledge of the different kind of landslides in a volcano-sedimentary and metamorphic context strongly weathered;
- Knowledge of the regolith, which newly integrated for this type of analysis for the island’s municipalities.
How to cite: Colas, B., Thiery, Y., Guyomard, Y., Mengin, M., Monge, O., Mardhel, V., and Vandromme, R.: Towards a quantified and global landslide hazard assessment for New-Caledonia (South Pacific) in a regulatory mapping context, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7862, https://doi.org/10.5194/egusphere-egu21-7862, 2021.
EGU21-14861 | vPICO presentations | NH9.5
Integrated methodologies for seismic risk mitigation in Durrës (Albania) after the seismic event of November 26th, 2019Elfrida Shehu and Klodian Skrame
Albania, the small country in the western Balkan, is a disaster-prone country. It ranks as one of the countries in the world with the highest economic risk from natural hazards events. During the past several decades, in average, Albania has been hit by about one major geological event per year. The impact of disasters in Albania are significantly compounded by a relatively high degree of poverty, lack of infrastructure maintenance, unsafe building and land use practices, linked to rapid urbanization, exploitation of natural resources (overgrazing of pasture, overexploitation of forests and riverbeds, etc.) as well as some other consequences of the transition from a centralized to an open marked economy.
From a geological point of view, Albania is a young and very dynamic territory and is very vulnerable to the geological and hydro-geological hazards as: earthquakes, landslides, flooding, torrential rains, river erosion, coastal erosion and avalanches that cover almost the entire territory. Due to these conditions its average annual losses count for about 2.5% of its GDP.
The Durrës earthquakes of 2019 had a huge impact on the Albanian economy. The city of Durrës, Thumanë, Tirana, Vora, Shijak and their villages suffered considerable damage after the earthquakes of September 21st, 2019 of Mw 5.4 and November 26th, 2019 of Mw 6.2. The main event of the 26th November caused the deaths of 51 persons and the damaging of hundreds of buildings. The degree of damages produced by these earthquakes has been, in some cases, significantly enhanced by the characteristics of the earthquake ground motion affected by the local subsurface soil structure and the quality of the constructions. The situations during and after the seismic events highlight the indispensable need of the seismic microzonation studies for the entire Albanian territory and emergency plans for the main cities of the country.
This paper shows the impact of the earthquake event on the housing market value by treating the data collected in the city of Durrës for the period December 2019 - September2020.
The main goal of the paper is to correlate the obtained results with the engineering-geological and geophysical conditions of the city of Durrёs and the seismic vulnerability of the building.
The findings of this study can be considered as a first step for in-depth studies aiming to calculate the impact of seismic risk and the change in the risk perception on the housing prices.
How to cite: Shehu, E. and Skrame, K.: Integrated methodologies for seismic risk mitigation in Durrës (Albania) after the seismic event of November 26th, 2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14861, https://doi.org/10.5194/egusphere-egu21-14861, 2021.
Albania, the small country in the western Balkan, is a disaster-prone country. It ranks as one of the countries in the world with the highest economic risk from natural hazards events. During the past several decades, in average, Albania has been hit by about one major geological event per year. The impact of disasters in Albania are significantly compounded by a relatively high degree of poverty, lack of infrastructure maintenance, unsafe building and land use practices, linked to rapid urbanization, exploitation of natural resources (overgrazing of pasture, overexploitation of forests and riverbeds, etc.) as well as some other consequences of the transition from a centralized to an open marked economy.
From a geological point of view, Albania is a young and very dynamic territory and is very vulnerable to the geological and hydro-geological hazards as: earthquakes, landslides, flooding, torrential rains, river erosion, coastal erosion and avalanches that cover almost the entire territory. Due to these conditions its average annual losses count for about 2.5% of its GDP.
The Durrës earthquakes of 2019 had a huge impact on the Albanian economy. The city of Durrës, Thumanë, Tirana, Vora, Shijak and their villages suffered considerable damage after the earthquakes of September 21st, 2019 of Mw 5.4 and November 26th, 2019 of Mw 6.2. The main event of the 26th November caused the deaths of 51 persons and the damaging of hundreds of buildings. The degree of damages produced by these earthquakes has been, in some cases, significantly enhanced by the characteristics of the earthquake ground motion affected by the local subsurface soil structure and the quality of the constructions. The situations during and after the seismic events highlight the indispensable need of the seismic microzonation studies for the entire Albanian territory and emergency plans for the main cities of the country.
This paper shows the impact of the earthquake event on the housing market value by treating the data collected in the city of Durrës for the period December 2019 - September2020.
The main goal of the paper is to correlate the obtained results with the engineering-geological and geophysical conditions of the city of Durrёs and the seismic vulnerability of the building.
The findings of this study can be considered as a first step for in-depth studies aiming to calculate the impact of seismic risk and the change in the risk perception on the housing prices.
How to cite: Shehu, E. and Skrame, K.: Integrated methodologies for seismic risk mitigation in Durrës (Albania) after the seismic event of November 26th, 2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14861, https://doi.org/10.5194/egusphere-egu21-14861, 2021.
EGU21-15656 | vPICO presentations | NH9.5
DataBase Management System (DBMS) of Model Of InTegrated Impact and Vulnerability Evaluation for Climate Change (MOTIVE)Je-Woo Hong, Hyeok-Gyun Yoo, Myungsu Yu, and Young-Il Song
The Model Of InTegrated Impact and Vulnerability Evaluation of climate change (MOTIVE) project (2014 - 2020) develops an integrated assessment platform including health, water (quantity and quality of water, aquatic ecology), agriculture (productivity, suitability, greenhouse-gas emissions), forest (net ecosystem exchanges, soil carbon content, landslide, forest fire), land-ecosystem (species diversity, habitat), ocean (flood area by the typhoon), and fishery (gross primary productivity, catch) sectors. The MOTIVE assesses the societal impact and vulnerability of climate change in the 2030s, 2050s, and 2080s. The 1 km high-resolution Representative Concentration Pathways climate scenarios (RCPs) are predicted by the dynamically downscaling from the Community Earth System Model (CESM) by Korea Environment Institute and the Unified Model (UM) by Korea Meteorological Administration. The user-friendly webpage is designed with the DataBase Management System (DBMS) to visualize the results of MOTIVE. This DBMS-MOTIVE aims to provide the scientific-knowledge for adaptation planning the local community to national scales. This study is supported by “Basic Study on Improving Climate Resilience” (2021-001-03), conducted by the Korea Environment Institute (KEI) upon the request of the Korea Ministry of Environment.
How to cite: Hong, J.-W., Yoo, H.-G., Yu, M., and Song, Y.-I.: DataBase Management System (DBMS) of Model Of InTegrated Impact and Vulnerability Evaluation for Climate Change (MOTIVE), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15656, https://doi.org/10.5194/egusphere-egu21-15656, 2021.
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The Model Of InTegrated Impact and Vulnerability Evaluation of climate change (MOTIVE) project (2014 - 2020) develops an integrated assessment platform including health, water (quantity and quality of water, aquatic ecology), agriculture (productivity, suitability, greenhouse-gas emissions), forest (net ecosystem exchanges, soil carbon content, landslide, forest fire), land-ecosystem (species diversity, habitat), ocean (flood area by the typhoon), and fishery (gross primary productivity, catch) sectors. The MOTIVE assesses the societal impact and vulnerability of climate change in the 2030s, 2050s, and 2080s. The 1 km high-resolution Representative Concentration Pathways climate scenarios (RCPs) are predicted by the dynamically downscaling from the Community Earth System Model (CESM) by Korea Environment Institute and the Unified Model (UM) by Korea Meteorological Administration. The user-friendly webpage is designed with the DataBase Management System (DBMS) to visualize the results of MOTIVE. This DBMS-MOTIVE aims to provide the scientific-knowledge for adaptation planning the local community to national scales. This study is supported by “Basic Study on Improving Climate Resilience” (2021-001-03), conducted by the Korea Environment Institute (KEI) upon the request of the Korea Ministry of Environment.
How to cite: Hong, J.-W., Yoo, H.-G., Yu, M., and Song, Y.-I.: DataBase Management System (DBMS) of Model Of InTegrated Impact and Vulnerability Evaluation for Climate Change (MOTIVE), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15656, https://doi.org/10.5194/egusphere-egu21-15656, 2021.
EGU21-16268 | vPICO presentations | NH9.5
Environmental Vulnerability Modeling in the Extensively Urbanized Arctic Center Integrating Remote Sensing, Landscape Mapping, and Local KnowledgeSébastien Gadal, Moisei Zakharov, Jurate Kamicaityte, Antonina Savvinova, and Yuri Danilov
Arctic extensively urbanized centers are subject to the impact of many negative environmental phenomena progressing in terms of global climate change and regional development in Yakutia in the context of poor and missing databases. For this reason, the modeling of the risk exposures is based on combining the remote sensing, and local knowledge of inhabitants. According to the occurrences of the natural hazards, the territorial management and the decision-making system require the identification and assessment of natural risks to which the rural populations localized in the towns and villages are exposed, for example, in the urban center of Khamagatta located at 70km to the North from Yakutsk near the Lena River. The main environmental vulnerability exposures are seasonal: springtime floods between May and June, the forest fires from June to August, the cyclic permafrost degradation, and river erosion impacts.
The current vulnerability impacts, damages to the lands and the settlements, and the populations risk exposures are analyzed from the maps of vulnerabilities created from remote sensing satellite Sentinel 2A/B series, with the local knowledge of the inhabitants of Khamagatta who lived and perceived all events. All the data generated, maps, models of vulnerability exposures, and local knowledge are integrated, combined, and merged into the geographic information system (GIS). The GIS modeling combines the risk of natural hazards and the damages, and the risk knowledge and perceptions of the inhabitants. Land uses, Landscape classification, and the land cover is made by Object-Based Image Analysis (OBIA) using an optical time series of Sentinel 2 images (2015-2020) including the population knowledge for the recognition of the environmental vulnerabilities. The methodological approach included the participation of local people in workshops through discussion and participatory mapping, questionnaires, and interviews in two stages. The first stage included the development of the knowledge database for a comprehensive understanding of the life of the local population, including the forms of adaptation to the negative natural phenomena. The collected information is delocalized and integrated into the GIS. The second stage consisted of validation and discussion, including stakeholders (municipality and rescue services) to increase the reliability and legitimacy of the research results.
Perceptions of the inhabitants of Khamagatta are correlated with the maps of risk exposures generated by remote sensing to increase the accuracy of the environmental process modeling and landscape classification. The combination of the environmental change dynamics, the impacts on the towns and villages with the human perception and experience constitutes the main base supporting the prevention mapping of the natural hazards. This data could be very useful in planning the development of Arctic towns and villages and proposing evolution scenarios and urban planning models and strategies for increasing their resilience and adaptation to climate change consequences.
How to cite: Gadal, S., Zakharov, M., Kamicaityte, J., Savvinova, A., and Danilov, Y.: Environmental Vulnerability Modeling in the Extensively Urbanized Arctic Center Integrating Remote Sensing, Landscape Mapping, and Local Knowledge, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16268, https://doi.org/10.5194/egusphere-egu21-16268, 2021.
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Arctic extensively urbanized centers are subject to the impact of many negative environmental phenomena progressing in terms of global climate change and regional development in Yakutia in the context of poor and missing databases. For this reason, the modeling of the risk exposures is based on combining the remote sensing, and local knowledge of inhabitants. According to the occurrences of the natural hazards, the territorial management and the decision-making system require the identification and assessment of natural risks to which the rural populations localized in the towns and villages are exposed, for example, in the urban center of Khamagatta located at 70km to the North from Yakutsk near the Lena River. The main environmental vulnerability exposures are seasonal: springtime floods between May and June, the forest fires from June to August, the cyclic permafrost degradation, and river erosion impacts.
The current vulnerability impacts, damages to the lands and the settlements, and the populations risk exposures are analyzed from the maps of vulnerabilities created from remote sensing satellite Sentinel 2A/B series, with the local knowledge of the inhabitants of Khamagatta who lived and perceived all events. All the data generated, maps, models of vulnerability exposures, and local knowledge are integrated, combined, and merged into the geographic information system (GIS). The GIS modeling combines the risk of natural hazards and the damages, and the risk knowledge and perceptions of the inhabitants. Land uses, Landscape classification, and the land cover is made by Object-Based Image Analysis (OBIA) using an optical time series of Sentinel 2 images (2015-2020) including the population knowledge for the recognition of the environmental vulnerabilities. The methodological approach included the participation of local people in workshops through discussion and participatory mapping, questionnaires, and interviews in two stages. The first stage included the development of the knowledge database for a comprehensive understanding of the life of the local population, including the forms of adaptation to the negative natural phenomena. The collected information is delocalized and integrated into the GIS. The second stage consisted of validation and discussion, including stakeholders (municipality and rescue services) to increase the reliability and legitimacy of the research results.
Perceptions of the inhabitants of Khamagatta are correlated with the maps of risk exposures generated by remote sensing to increase the accuracy of the environmental process modeling and landscape classification. The combination of the environmental change dynamics, the impacts on the towns and villages with the human perception and experience constitutes the main base supporting the prevention mapping of the natural hazards. This data could be very useful in planning the development of Arctic towns and villages and proposing evolution scenarios and urban planning models and strategies for increasing their resilience and adaptation to climate change consequences.
How to cite: Gadal, S., Zakharov, M., Kamicaityte, J., Savvinova, A., and Danilov, Y.: Environmental Vulnerability Modeling in the Extensively Urbanized Arctic Center Integrating Remote Sensing, Landscape Mapping, and Local Knowledge, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16268, https://doi.org/10.5194/egusphere-egu21-16268, 2021.
NH9.6 – Costs of Natural Hazards and vulnerability modelling of the built environment
EGU21-1773 | vPICO presentations | NH9.6
Uncertainty and sensitivity analysis for natural risk and adaptation appraisal modeling with CLIMADAChahan M. Kropf, Alessio Ciullo, Simona Meiler, Laura Otth, Jamie W. McCaughey, and David N. Bresch
Modelling societal, ecological, and economic costs of natural hazards in the context of climate change is subject to both strong aleatoric and ethical uncertainty. Dealing with these is challenging on several levels – from the identification and the quantification of the sources of uncertainty to their proper inclusion in the modelling, and the communication of these in a tangible way to both experts and non-experts. One particularly useful approach is global uncertainty and sensitivity analysis, which can help to quantify the confidence in the output values and identify the main drivers of the uncertainty while considering potential correlations in the model. Here we present applications of global uncertainty analysis, robustness quantification, and sensitivity analysis in natural hazard modelling using the new uncertainty module of the CLIMADA (CLIMate ADAptation) platform.
CLIMADA is a fully open-source Python program that implements a probabilistic multi-hazard global natural catastrophe damage model, which also calculates averted damage (benefit) thanks to adaptation measures of any kind (from grey to green infrastructure, behavioral, etc.). With the new uncertainty module, one can directly and comprehensively inspect the uncertainty and sensitivity to input variables of various output metrics, such as the spatial distribution of risk exceedance probabilities, or the benefit-cost ratios of different adaptation measures. This global approach does reveal interesting parameter interplays and might provide valuable input for decision-makers. For instance, a study of the geospatial distribution of sensitivity indices for tropical cyclones damage indicated that the main driver of uncertainty in dense regions (e.g. cities) is the impact function (vulnerability), whereas in sparse regions it is the exposure (asset) layer.
CLIMADA: https://github.com/CLIMADA-project/climada_python
(1) Aznar-Siguan, G. et al., GEOSCI MODEL DEV. 12, 7 (2019) 3085–97
(2) Bresch, D. N. and Aznar-Siguan., G., GEOSCI MODEL DEV. (2020), 1–20.
How to cite: Kropf, C. M., Ciullo, A., Meiler, S., Otth, L., McCaughey, J. W., and Bresch, D. N.: Uncertainty and sensitivity analysis for natural risk and adaptation appraisal modeling with CLIMADA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1773, https://doi.org/10.5194/egusphere-egu21-1773, 2021.
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Modelling societal, ecological, and economic costs of natural hazards in the context of climate change is subject to both strong aleatoric and ethical uncertainty. Dealing with these is challenging on several levels – from the identification and the quantification of the sources of uncertainty to their proper inclusion in the modelling, and the communication of these in a tangible way to both experts and non-experts. One particularly useful approach is global uncertainty and sensitivity analysis, which can help to quantify the confidence in the output values and identify the main drivers of the uncertainty while considering potential correlations in the model. Here we present applications of global uncertainty analysis, robustness quantification, and sensitivity analysis in natural hazard modelling using the new uncertainty module of the CLIMADA (CLIMate ADAptation) platform.
CLIMADA is a fully open-source Python program that implements a probabilistic multi-hazard global natural catastrophe damage model, which also calculates averted damage (benefit) thanks to adaptation measures of any kind (from grey to green infrastructure, behavioral, etc.). With the new uncertainty module, one can directly and comprehensively inspect the uncertainty and sensitivity to input variables of various output metrics, such as the spatial distribution of risk exceedance probabilities, or the benefit-cost ratios of different adaptation measures. This global approach does reveal interesting parameter interplays and might provide valuable input for decision-makers. For instance, a study of the geospatial distribution of sensitivity indices for tropical cyclones damage indicated that the main driver of uncertainty in dense regions (e.g. cities) is the impact function (vulnerability), whereas in sparse regions it is the exposure (asset) layer.
CLIMADA: https://github.com/CLIMADA-project/climada_python
(1) Aznar-Siguan, G. et al., GEOSCI MODEL DEV. 12, 7 (2019) 3085–97
(2) Bresch, D. N. and Aznar-Siguan., G., GEOSCI MODEL DEV. (2020), 1–20.
How to cite: Kropf, C. M., Ciullo, A., Meiler, S., Otth, L., McCaughey, J. W., and Bresch, D. N.: Uncertainty and sensitivity analysis for natural risk and adaptation appraisal modeling with CLIMADA, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1773, https://doi.org/10.5194/egusphere-egu21-1773, 2021.
EGU21-15268 | vPICO presentations | NH9.6 | Highlight
Societal cost-benefit analyses based on quantified drought risks to assess Dutch Delta Program investmentsMarjolein Mens, Gigi Rhee, van, Femke Schasfoort, and Neeltje Kielen
Adaptive policy-making on drought risk management requires integrated assessment of uncertain future developments, policy actions and combinations of those. Preferably, such an assessment is based on quantified drought risks, defined as the integral of drought probability and economic consequences for all relevant sectors impacted by drought. The investment costs of proposed policy measures and strategies (various measures combined) can then be compared with the expected risk reduction.
We developed a method and assessment instrument to explore drought risk in the Netherlands, now and in the future, as well as in response to policy actions. By quantifying the amount of risk reduction in euro’s/year, we were able to assess costs and benefits of the investments proposed by various stakeholders. The method has been applied in support of the Netherlands drought risk management strategy as part of the National Delta Program which has to prepare the Netherlands for climate change. Drought risks were quantified by carrying out simulations with the National Water Model and coupled impact modules for five water users: agriculture, shipping, drinking water, industry water, and nature areas. A qualitative approach was taken for the drought effects on nature areas.
With the approach taken, we were able to assess costs and benefits of the investment strategy proposed by various stakeholders. The risk reduction of a measure differs per scenario, per year and per combination of measures, while the annual costs are the same. Results showed that the strategy was cost-effective under a scenario with ongoing climate change, in which the combined probability of precipitation deficits and low river flows increases. The method also provided insight into the most opportune time to implement the measures, considering uncertainty about future climate change. This provided relevant input for adaptive policy planning on the national scale.
How to cite: Mens, M., Rhee, van, G., Schasfoort, F., and Kielen, N.: Societal cost-benefit analyses based on quantified drought risks to assess Dutch Delta Program investments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15268, https://doi.org/10.5194/egusphere-egu21-15268, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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Adaptive policy-making on drought risk management requires integrated assessment of uncertain future developments, policy actions and combinations of those. Preferably, such an assessment is based on quantified drought risks, defined as the integral of drought probability and economic consequences for all relevant sectors impacted by drought. The investment costs of proposed policy measures and strategies (various measures combined) can then be compared with the expected risk reduction.
We developed a method and assessment instrument to explore drought risk in the Netherlands, now and in the future, as well as in response to policy actions. By quantifying the amount of risk reduction in euro’s/year, we were able to assess costs and benefits of the investments proposed by various stakeholders. The method has been applied in support of the Netherlands drought risk management strategy as part of the National Delta Program which has to prepare the Netherlands for climate change. Drought risks were quantified by carrying out simulations with the National Water Model and coupled impact modules for five water users: agriculture, shipping, drinking water, industry water, and nature areas. A qualitative approach was taken for the drought effects on nature areas.
With the approach taken, we were able to assess costs and benefits of the investment strategy proposed by various stakeholders. The risk reduction of a measure differs per scenario, per year and per combination of measures, while the annual costs are the same. Results showed that the strategy was cost-effective under a scenario with ongoing climate change, in which the combined probability of precipitation deficits and low river flows increases. The method also provided insight into the most opportune time to implement the measures, considering uncertainty about future climate change. This provided relevant input for adaptive policy planning on the national scale.
How to cite: Mens, M., Rhee, van, G., Schasfoort, F., and Kielen, N.: Societal cost-benefit analyses based on quantified drought risks to assess Dutch Delta Program investments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15268, https://doi.org/10.5194/egusphere-egu21-15268, 2021.
EGU21-12066 | vPICO presentations | NH9.6
Estimating the economic impacts of drought on agriculture through models and surveys in the Po river basin (Northern Italy)Iolanda Borzì, Beatrice Monteleone, Brunella Bonaccorso, and Mario Martina
Drought economic impacts, even if non-structural, are a significant threat for those sectors highly dependent on water resources. Agricultural production is highly sensitive to extreme weather events such as droughts and heatwaves. Climate change is expected to exacerbate the frequency and the severity of droughts, as stated by the Intergovernmental Panel on Climate Change (IPCC), which raises concerns about food security for the next decades.
The Food and Agriculture Organization (FAO) estimated that between 2005 and 2015, 83% of all drought-related losses were absorbed by agriculture. The huge monetary losses are mainly due to crop yield reduction because of high temperatures and reduced precipitation, which are linked to additional expenses for field irrigation.
This study aims at estimating the economic impacts of drought on the agricultural sector. The investigation has been carried out for a specific case study area within the Po river basin (Northern Italy). The Po valley is the largest agricultural area in Italy and accounts for 35% of Italian agricultural production. It has experienced multiple droughts over the past 20 years, with the long and severe drought from 2003 to 2008 that caused relevant impacts to the agricultural sector. The total economic impact of the 2005-2007 drought was estimated to be around 1.850M€. Climate change projections over the Italian peninsula from the PRUDENCE regional experiments showed that the frequency and the severity of droughts in Northern Italy will increase in the next century due to a decrease in precipitation during critical crop growing seasons (spring and summer).
The proposed methodology consists of two steps. At first, farmers have been subjected to surveys for assessing the monetary losses they experienced during past drought events and the cost associated with the mitigation strategies implemented to reduce the economic impacts of the extreme event, with special attention to irrigation practices.
Secondly, the crop growing season and yields have been estimated using the Agricultural Production Systems sIMulator (APSIM), calibrated with local yields retrieved from the Italian National Institute for Statistics (ISTAT) over the period from 2006 to 2020. Weather parameters for simulations in APSIM were derived from remote-sensing images. The comparison between the average growing season and the ones with low yields allows the identification of the crop growing stages that experienced stress. Among the identified stresses, the ones related to water shortages are considered. The economic costs associated with agricultural practices are computed to obtain an estimation of farmers' expenses. Besides, farmers' income is computed based on crop prices and simulated yield. The reduced income obtained by farmers during the previously identified water-related stresses represents their loss due to drought.
Results reveal that the use of the developed methodology to identify drought stress in combination with the information coming from surveys helps in quickly assessing the economic impacts of past and present droughts in the Po river basin and represents a useful tool to evaluate which cultivations and which areas suffered the highest economic impacts of droughts.
How to cite: Borzì, I., Monteleone, B., Bonaccorso, B., and Martina, M.: Estimating the economic impacts of drought on agriculture through models and surveys in the Po river basin (Northern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12066, https://doi.org/10.5194/egusphere-egu21-12066, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Drought economic impacts, even if non-structural, are a significant threat for those sectors highly dependent on water resources. Agricultural production is highly sensitive to extreme weather events such as droughts and heatwaves. Climate change is expected to exacerbate the frequency and the severity of droughts, as stated by the Intergovernmental Panel on Climate Change (IPCC), which raises concerns about food security for the next decades.
The Food and Agriculture Organization (FAO) estimated that between 2005 and 2015, 83% of all drought-related losses were absorbed by agriculture. The huge monetary losses are mainly due to crop yield reduction because of high temperatures and reduced precipitation, which are linked to additional expenses for field irrigation.
This study aims at estimating the economic impacts of drought on the agricultural sector. The investigation has been carried out for a specific case study area within the Po river basin (Northern Italy). The Po valley is the largest agricultural area in Italy and accounts for 35% of Italian agricultural production. It has experienced multiple droughts over the past 20 years, with the long and severe drought from 2003 to 2008 that caused relevant impacts to the agricultural sector. The total economic impact of the 2005-2007 drought was estimated to be around 1.850M€. Climate change projections over the Italian peninsula from the PRUDENCE regional experiments showed that the frequency and the severity of droughts in Northern Italy will increase in the next century due to a decrease in precipitation during critical crop growing seasons (spring and summer).
The proposed methodology consists of two steps. At first, farmers have been subjected to surveys for assessing the monetary losses they experienced during past drought events and the cost associated with the mitigation strategies implemented to reduce the economic impacts of the extreme event, with special attention to irrigation practices.
Secondly, the crop growing season and yields have been estimated using the Agricultural Production Systems sIMulator (APSIM), calibrated with local yields retrieved from the Italian National Institute for Statistics (ISTAT) over the period from 2006 to 2020. Weather parameters for simulations in APSIM were derived from remote-sensing images. The comparison between the average growing season and the ones with low yields allows the identification of the crop growing stages that experienced stress. Among the identified stresses, the ones related to water shortages are considered. The economic costs associated with agricultural practices are computed to obtain an estimation of farmers' expenses. Besides, farmers' income is computed based on crop prices and simulated yield. The reduced income obtained by farmers during the previously identified water-related stresses represents their loss due to drought.
Results reveal that the use of the developed methodology to identify drought stress in combination with the information coming from surveys helps in quickly assessing the economic impacts of past and present droughts in the Po river basin and represents a useful tool to evaluate which cultivations and which areas suffered the highest economic impacts of droughts.
How to cite: Borzì, I., Monteleone, B., Bonaccorso, B., and Martina, M.: Estimating the economic impacts of drought on agriculture through models and surveys in the Po river basin (Northern Italy), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12066, https://doi.org/10.5194/egusphere-egu21-12066, 2021.
EGU21-6226 | vPICO presentations | NH9.6 | Highlight
What is the value of a multi-decadal regional database of compensation claims for flood damage modelling and risk management?Axelle Doppagne, Pierre Archambeau, Jacques Teller, Anna Rita Scorzini, Daniela Molinari, Sébastien Erpicum, Michel Pirotton, and Benjamin Dewals
Flood damage modelling is a key component of flood risk modelling, assessment and management. Reliable empirical data of flood damage are essential to support the development and validation of flood damage models. However, such datasets remain scarce and incomplete, particularly those combining a large spatial coverage (e.g., regional, national) over a long time period (e.g., several decades) with a detailed resolution (e.g., address-level data).
In this research, we analysed a database of 27,000 compensation claims submitted to a Belgian state agency (Disaster Fund). It covers 104 natural disasters of various types (incl. floods, storms, rockslides …) which occurred in the Walloon region in Belgium between 1993 and 2019. The region extends over parts of the Meuse and of the Scheldt river basins. The registered amounts of damage at the building level were estimated by state-designated experts. They are classified in six categories. While roughly half of the registered disasters are pluvial flooding events, they account for less than a quarter of the total claimed damage. In contrast, riverine floods correspond to about one third of the registered events, but they lead to one half of the claimed damage.
A detailed analysis of the data was undertaken for a limited number of major riverine flood events (1993, 1995, 2002), which have caused a very large portion of the total damage. By geo-referencing the postal address of each individual building, it was possible to assign each claim to a specific river reach. This enabled pointing at the most flood prone river stretches in an objective way. Then, using cadastral data, each type and amount of damage could be attributed to a specific building.
To explore the value of the database for elaborating and validating damage models, the claimed damage data at the building level were related to estimates of hydraulic variables for the corresponding flood events. To do so, we used an existing database of results of 2D hydrodynamic modelling, covering 1,200+ km of river reaches and providing raster files at a spatial resolution ranging from 2 m to 5 m for computed flow depth and velocity in the floodplains. The attribution of flow depth to individual buildings was performed either by averaging the computed flow depths around the building footprint or by considering the maximum value.
The correlation between claimed damage at the building level and attributed flow depth is relatively low, irrespective of the flow depth attribution method. This may result from the high uncertainty affecting each of these variables. It also hints at the necessity of using multivariable damage models which account for a broader range of explanatory variables than the sole flow depth (flow velocity, characteristics of building material and equipment, building age, etc.). This will be discussed in the presentation and further explored in the next steps of this research.
Data for this analysis were provided by the Belgian regional agency SPW-IAS in July 2020. Due to privacy reasons, data at the address-level may not be disseminated in the scientific community; but results of data processing may be shared at an aggregated level.
How to cite: Doppagne, A., Archambeau, P., Teller, J., Scorzini, A. R., Molinari, D., Erpicum, S., Pirotton, M., and Dewals, B.: What is the value of a multi-decadal regional database of compensation claims for flood damage modelling and risk management?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6226, https://doi.org/10.5194/egusphere-egu21-6226, 2021.
Flood damage modelling is a key component of flood risk modelling, assessment and management. Reliable empirical data of flood damage are essential to support the development and validation of flood damage models. However, such datasets remain scarce and incomplete, particularly those combining a large spatial coverage (e.g., regional, national) over a long time period (e.g., several decades) with a detailed resolution (e.g., address-level data).
In this research, we analysed a database of 27,000 compensation claims submitted to a Belgian state agency (Disaster Fund). It covers 104 natural disasters of various types (incl. floods, storms, rockslides …) which occurred in the Walloon region in Belgium between 1993 and 2019. The region extends over parts of the Meuse and of the Scheldt river basins. The registered amounts of damage at the building level were estimated by state-designated experts. They are classified in six categories. While roughly half of the registered disasters are pluvial flooding events, they account for less than a quarter of the total claimed damage. In contrast, riverine floods correspond to about one third of the registered events, but they lead to one half of the claimed damage.
A detailed analysis of the data was undertaken for a limited number of major riverine flood events (1993, 1995, 2002), which have caused a very large portion of the total damage. By geo-referencing the postal address of each individual building, it was possible to assign each claim to a specific river reach. This enabled pointing at the most flood prone river stretches in an objective way. Then, using cadastral data, each type and amount of damage could be attributed to a specific building.
To explore the value of the database for elaborating and validating damage models, the claimed damage data at the building level were related to estimates of hydraulic variables for the corresponding flood events. To do so, we used an existing database of results of 2D hydrodynamic modelling, covering 1,200+ km of river reaches and providing raster files at a spatial resolution ranging from 2 m to 5 m for computed flow depth and velocity in the floodplains. The attribution of flow depth to individual buildings was performed either by averaging the computed flow depths around the building footprint or by considering the maximum value.
The correlation between claimed damage at the building level and attributed flow depth is relatively low, irrespective of the flow depth attribution method. This may result from the high uncertainty affecting each of these variables. It also hints at the necessity of using multivariable damage models which account for a broader range of explanatory variables than the sole flow depth (flow velocity, characteristics of building material and equipment, building age, etc.). This will be discussed in the presentation and further explored in the next steps of this research.
Data for this analysis were provided by the Belgian regional agency SPW-IAS in July 2020. Due to privacy reasons, data at the address-level may not be disseminated in the scientific community; but results of data processing may be shared at an aggregated level.
How to cite: Doppagne, A., Archambeau, P., Teller, J., Scorzini, A. R., Molinari, D., Erpicum, S., Pirotton, M., and Dewals, B.: What is the value of a multi-decadal regional database of compensation claims for flood damage modelling and risk management?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6226, https://doi.org/10.5194/egusphere-egu21-6226, 2021.
EGU21-8835 | vPICO presentations | NH9.6
The international flood damage database HOWAS 21Heidi Kreibich, Astrid Krahn, and Kai Schröter
The Flood Damage Database HOWAS 21 (https://doi.org/10.1594/GFZ.SDDB.HOWAS21) contains object-specific flood damage data resulting from fluvial, pluvial and groundwater flooding. The 8329 datasets (as at January 2021) incorporate various variables of flood hazard, exposure, vulnerability and direct tangible damage at properties from several economic sectors. The sectors comprise private households, commercial and industrial sector, agricultural and forested land, public thoroughfare (including roads and transport infrastructure) and watercourses and hydraulic structures. Although it currently almost exclusively contains datasets from Germany, it is still unique in respect to amount of data and detail of contained variables. HOWAS 21 mainly supports forensic flood analysis and the derivation of flood damage models. HOWAS 21 was first developed for Germany in 2007 but has recently been enhanced to an international flood damage database. This presentation shows the recent advancements of HOWAS 21 and highlights exemplary the use of HOWAS 21 flood damage data. HOWAS 21 is available at https://howas21.gfz-potsdam.de/howas21/
The use of HOWAS 21 follows a community-based concept, i.e. institutions that provide a defined amount and quality of data to HOWAS 21 get full access to the entire database. Thus, HOWAS 21 depends on the cooperation and commitment of the (scientific) community. The empirical flood damage database can only continuously grow, and as such increase its value for the whole community, if collected flood damage data are provided to HOWAS 21. Therefore, if flood damage data are or become available, we expressly encourage data owners to include them in HOWAS 21 for their own benefit and for the benefit of the whole community.
How to cite: Kreibich, H., Krahn, A., and Schröter, K.: The international flood damage database HOWAS 21, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8835, https://doi.org/10.5194/egusphere-egu21-8835, 2021.
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The Flood Damage Database HOWAS 21 (https://doi.org/10.1594/GFZ.SDDB.HOWAS21) contains object-specific flood damage data resulting from fluvial, pluvial and groundwater flooding. The 8329 datasets (as at January 2021) incorporate various variables of flood hazard, exposure, vulnerability and direct tangible damage at properties from several economic sectors. The sectors comprise private households, commercial and industrial sector, agricultural and forested land, public thoroughfare (including roads and transport infrastructure) and watercourses and hydraulic structures. Although it currently almost exclusively contains datasets from Germany, it is still unique in respect to amount of data and detail of contained variables. HOWAS 21 mainly supports forensic flood analysis and the derivation of flood damage models. HOWAS 21 was first developed for Germany in 2007 but has recently been enhanced to an international flood damage database. This presentation shows the recent advancements of HOWAS 21 and highlights exemplary the use of HOWAS 21 flood damage data. HOWAS 21 is available at https://howas21.gfz-potsdam.de/howas21/
The use of HOWAS 21 follows a community-based concept, i.e. institutions that provide a defined amount and quality of data to HOWAS 21 get full access to the entire database. Thus, HOWAS 21 depends on the cooperation and commitment of the (scientific) community. The empirical flood damage database can only continuously grow, and as such increase its value for the whole community, if collected flood damage data are provided to HOWAS 21. Therefore, if flood damage data are or become available, we expressly encourage data owners to include them in HOWAS 21 for their own benefit and for the benefit of the whole community.
How to cite: Kreibich, H., Krahn, A., and Schröter, K.: The international flood damage database HOWAS 21, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8835, https://doi.org/10.5194/egusphere-egu21-8835, 2021.
EGU21-1926 | vPICO presentations | NH9.6
Queensland’s New Framework for Flood Risk Management Economic AssessmentsBrendan Moon and Ella Harrison
Flooding is one of Australia’s more prevalent natural disasters, causing injury to people, damage to property and infrastructure, losses to business earnings, increases to the costs of providing government services, and intangible impacts such as environmental or social damages.
Australia’s National Strategy for Disaster Resilience (2011) and Queensland’s Strategy for Disaster Resilience (2017) provide the overarching framework to build disaster resilient communities in Queensland and Australia. Within this, Government has the role of identifying and implementing strategies to manage the disaster risks. The National Strategy recognises that consistent information on the costs and benefits of risk management options, which considers the full impacts on the social, built, economic and natural environments, is required to support this.
In Australia economic assessments for flood management projects have traditionally focused on the tangible damages of flooding, particularly to property. Other impacts of flooding, such as environmental or social impacts, are typically considered qualitatively or assessed through a multi-criteria assessment. The absence of state and/or national guidance on undertaking such assessments has also led to a wide variety of approaches, methodologies, data and results. This creates an unnecessary layer of complexity when seeking to compare and prioritise projects, within states and across Australia. It can also lead to the underestimation of the return on investment resulting from flood risk management projects, due to the incomplete capture of benefits.
The Brisbane River Strategic Floodplain Management Plan (SFMP) was publicly released in 2019 and includes 52 actions aimed to improve the resilience, safety and prosperity of the community and businesses in the Brisbane River floodplain, and Queensland more widely. The Queensland Reconstruction Authority (QRA) was allocated the lead to implement Action FM7 ‘Extend the economic framework established in the Strategic Plan and Technical Evidence Report to include community awareness and resilience, disaster management and land use planning.’
The Economic Assessment Framework for Flood Risk Management Projects is due for publication in early 2021. It was developed through a collaborative process with other state governments, universities, private practitioners, and key stakeholders to road test a number of approaches and develop the guideline to support a consistent methodology for economic assessments, which also quantify the impacts from non-structural options such as community awareness and resilience, building and development controls, and emergency management.
The new framework promotes consistent, comparable and complete economic assessments, and forms a key component of Queensland’s toolkit towards greater investment in risk mitigation and fostering disaster resilient communities.
How to cite: Moon, B. and Harrison, E.: Queensland’s New Framework for Flood Risk Management Economic Assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1926, https://doi.org/10.5194/egusphere-egu21-1926, 2021.
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Flooding is one of Australia’s more prevalent natural disasters, causing injury to people, damage to property and infrastructure, losses to business earnings, increases to the costs of providing government services, and intangible impacts such as environmental or social damages.
Australia’s National Strategy for Disaster Resilience (2011) and Queensland’s Strategy for Disaster Resilience (2017) provide the overarching framework to build disaster resilient communities in Queensland and Australia. Within this, Government has the role of identifying and implementing strategies to manage the disaster risks. The National Strategy recognises that consistent information on the costs and benefits of risk management options, which considers the full impacts on the social, built, economic and natural environments, is required to support this.
In Australia economic assessments for flood management projects have traditionally focused on the tangible damages of flooding, particularly to property. Other impacts of flooding, such as environmental or social impacts, are typically considered qualitatively or assessed through a multi-criteria assessment. The absence of state and/or national guidance on undertaking such assessments has also led to a wide variety of approaches, methodologies, data and results. This creates an unnecessary layer of complexity when seeking to compare and prioritise projects, within states and across Australia. It can also lead to the underestimation of the return on investment resulting from flood risk management projects, due to the incomplete capture of benefits.
The Brisbane River Strategic Floodplain Management Plan (SFMP) was publicly released in 2019 and includes 52 actions aimed to improve the resilience, safety and prosperity of the community and businesses in the Brisbane River floodplain, and Queensland more widely. The Queensland Reconstruction Authority (QRA) was allocated the lead to implement Action FM7 ‘Extend the economic framework established in the Strategic Plan and Technical Evidence Report to include community awareness and resilience, disaster management and land use planning.’
The Economic Assessment Framework for Flood Risk Management Projects is due for publication in early 2021. It was developed through a collaborative process with other state governments, universities, private practitioners, and key stakeholders to road test a number of approaches and develop the guideline to support a consistent methodology for economic assessments, which also quantify the impacts from non-structural options such as community awareness and resilience, building and development controls, and emergency management.
The new framework promotes consistent, comparable and complete economic assessments, and forms a key component of Queensland’s toolkit towards greater investment in risk mitigation and fostering disaster resilient communities.
How to cite: Moon, B. and Harrison, E.: Queensland’s New Framework for Flood Risk Management Economic Assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1926, https://doi.org/10.5194/egusphere-egu21-1926, 2021.
EGU21-3060 | vPICO presentations | NH9.6
Learning to estimate losses of compound inland flooding with Bayesian multilevel modelsGuilherme Samprogna Mohor, Oliver Korup, and Annegret Thieken
Research on natural hazards has increasingly become concerned with compound events, i.e. multiple hazards that may coincide in space and time or happen sequentially. Such events may lead to unexpected or unwanted amplifications of the impacts compared to those of individual hazards. To what extent the co-occurrence of hazards exacerbates impacts and losses is largely undocumented.
Fluvial, pluvial, and coastal floods are commonly understood as distinct hazards. However, floods can be further differentiated, for example, into river floods, urban floods or flash floods. Most flood-loss models follow such a distinction of flood pathways, assuming that the damaging processes are also different and disconnected from each other. Recent studies have shown that vulnerability varies between distinct flood pathways. But loss modelling under the co-occurrence of distinct flood pathways has not yet been further examined.
Germany has faced severe floods since 2002, including preconditioned events (e.g. the rain-on-snow floods of 2006 and 2011; the excessive rainfall on already saturated soil of 2013), co-occurrence of multiple/consecutive hazards in the same geographical region, and spatially compound floods (such as in 2002, 2010 and 2016). Survey data collected after floods in Germany between 2002 and 2016 show that around 60% of 1150 surveyed households reported having been affected by more than one flood pathway indicating the process complexity at flooded properties.
With these survey data, we learned a model for estimating residential flood losses. We used Bayesian multilevel models that probabilistically incorporate uncertainty and allow for partial pooling of the data. Such models are capable of differentiating parameters for different flood pathways, but learn the parameters from all data simultaneously. One missing piece of information, however, is the contribution of each individual flood pathway to the overall financial impact. Although we cannot separate the magnitude of each flood pathway in our data, they are understood as distinct processes.
Bayesian inference is data driven and explicitly includes prior knowledge or beliefs. Our model thus assigns a prior belief of the extent to which co-occurrent pathways contribute to an increased loss. Therefore, five weight sets spanning a reasonable range, from averaged weighed to a total sum of effects, are implemented here in order to find eventual differences in the vulnerability of residential buildings to the different pathways and determine how they combine together into a single (potentially synergetic) impact.
This contribution introduces five model variants, their components, and shows the first differences across the model parameters. With this we also highlight the need to engage with the procedure of defining the weights sets, which still remains a challenge for the study of compound event' impacts.
How to cite: Samprogna Mohor, G., Korup, O., and Thieken, A.: Learning to estimate losses of compound inland flooding with Bayesian multilevel models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3060, https://doi.org/10.5194/egusphere-egu21-3060, 2021.
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Research on natural hazards has increasingly become concerned with compound events, i.e. multiple hazards that may coincide in space and time or happen sequentially. Such events may lead to unexpected or unwanted amplifications of the impacts compared to those of individual hazards. To what extent the co-occurrence of hazards exacerbates impacts and losses is largely undocumented.
Fluvial, pluvial, and coastal floods are commonly understood as distinct hazards. However, floods can be further differentiated, for example, into river floods, urban floods or flash floods. Most flood-loss models follow such a distinction of flood pathways, assuming that the damaging processes are also different and disconnected from each other. Recent studies have shown that vulnerability varies between distinct flood pathways. But loss modelling under the co-occurrence of distinct flood pathways has not yet been further examined.
Germany has faced severe floods since 2002, including preconditioned events (e.g. the rain-on-snow floods of 2006 and 2011; the excessive rainfall on already saturated soil of 2013), co-occurrence of multiple/consecutive hazards in the same geographical region, and spatially compound floods (such as in 2002, 2010 and 2016). Survey data collected after floods in Germany between 2002 and 2016 show that around 60% of 1150 surveyed households reported having been affected by more than one flood pathway indicating the process complexity at flooded properties.
With these survey data, we learned a model for estimating residential flood losses. We used Bayesian multilevel models that probabilistically incorporate uncertainty and allow for partial pooling of the data. Such models are capable of differentiating parameters for different flood pathways, but learn the parameters from all data simultaneously. One missing piece of information, however, is the contribution of each individual flood pathway to the overall financial impact. Although we cannot separate the magnitude of each flood pathway in our data, they are understood as distinct processes.
Bayesian inference is data driven and explicitly includes prior knowledge or beliefs. Our model thus assigns a prior belief of the extent to which co-occurrent pathways contribute to an increased loss. Therefore, five weight sets spanning a reasonable range, from averaged weighed to a total sum of effects, are implemented here in order to find eventual differences in the vulnerability of residential buildings to the different pathways and determine how they combine together into a single (potentially synergetic) impact.
This contribution introduces five model variants, their components, and shows the first differences across the model parameters. With this we also highlight the need to engage with the procedure of defining the weights sets, which still remains a challenge for the study of compound event' impacts.
How to cite: Samprogna Mohor, G., Korup, O., and Thieken, A.: Learning to estimate losses of compound inland flooding with Bayesian multilevel models, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3060, https://doi.org/10.5194/egusphere-egu21-3060, 2021.
EGU21-4087 | vPICO presentations | NH9.6
On the update of flood hazard and risk maps in the Po River District: results obtained for flood damage modellingDaniela Molinari and Francesco Ballio and the Flood damage group - Po River District's updating maps project
The European Floods Directive (2007/60/EC) requires that Member States develop flood hazard and risk maps, to be used as the information basis for the development of Flood Risk Management Plans, and to update them every 6 years. To support such a process, the Po River District Authority signed in May 2020 an agreement with 20 Italian Universities and the Italian National Research Council (CNR) with the aim of transferring the state of the art about hydrology (including climate change), hydraulics and damage modelling into the production of the new maps, to be delivered by December 2021. This contribution describes the activities done so far by the damage modelling group, composed by 8 Universities and CNR. The objective of the group is to provide an Information System able to perform a quantitative estimation of flood damage, overcoming the limitations of present maps where the evaluation of risk remains highly qualitative and subjective. Proper damage assessment tools were identified for all the five categories of exposed elements included in the Directive: population, infrastructures, economic activities, environmental and cultural heritage, and na-tech sites. These tools are thought to address specific requirements: (i) being valid/applicable for the whole area of the District, (ii) being based on standardised and institutional data, available at national level, (iii) being calibrated (and possibly validated) in the Italian context. A dedicated Geographical Information System is currently under development to support technicians in the application of proposed tools and in the visualisation and processing of damage assessment results. The work done so far suggests that a quantitative estimation of damage is not yet possible for all the categories, rather three different levels of damage knowledge can be reached depending on the category and available data: quantitative, qualitative or descriptive (the latter being based on a deep investigation of historical data). Therefore, in order to get a total damage figure, the need arises of (i) comparing damage data with different metrics and (ii) comparing and weighting damage to different exposed categories, whose values may depend on objectives at stakes. A participatory process with final users will be then set up in the next year, to guarantee the usability and applicability of developed tools.
How to cite: Molinari, D. and Ballio, F. and the Flood damage group - Po River District's updating maps project: On the update of flood hazard and risk maps in the Po River District: results obtained for flood damage modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4087, https://doi.org/10.5194/egusphere-egu21-4087, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The European Floods Directive (2007/60/EC) requires that Member States develop flood hazard and risk maps, to be used as the information basis for the development of Flood Risk Management Plans, and to update them every 6 years. To support such a process, the Po River District Authority signed in May 2020 an agreement with 20 Italian Universities and the Italian National Research Council (CNR) with the aim of transferring the state of the art about hydrology (including climate change), hydraulics and damage modelling into the production of the new maps, to be delivered by December 2021. This contribution describes the activities done so far by the damage modelling group, composed by 8 Universities and CNR. The objective of the group is to provide an Information System able to perform a quantitative estimation of flood damage, overcoming the limitations of present maps where the evaluation of risk remains highly qualitative and subjective. Proper damage assessment tools were identified for all the five categories of exposed elements included in the Directive: population, infrastructures, economic activities, environmental and cultural heritage, and na-tech sites. These tools are thought to address specific requirements: (i) being valid/applicable for the whole area of the District, (ii) being based on standardised and institutional data, available at national level, (iii) being calibrated (and possibly validated) in the Italian context. A dedicated Geographical Information System is currently under development to support technicians in the application of proposed tools and in the visualisation and processing of damage assessment results. The work done so far suggests that a quantitative estimation of damage is not yet possible for all the categories, rather three different levels of damage knowledge can be reached depending on the category and available data: quantitative, qualitative or descriptive (the latter being based on a deep investigation of historical data). Therefore, in order to get a total damage figure, the need arises of (i) comparing damage data with different metrics and (ii) comparing and weighting damage to different exposed categories, whose values may depend on objectives at stakes. A participatory process with final users will be then set up in the next year, to guarantee the usability and applicability of developed tools.
How to cite: Molinari, D. and Ballio, F. and the Flood damage group - Po River District's updating maps project: On the update of flood hazard and risk maps in the Po River District: results obtained for flood damage modelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4087, https://doi.org/10.5194/egusphere-egu21-4087, 2021.
EGU21-10049 | vPICO presentations | NH9.6
Flood damage assessment to economic activities: implementation and transferability of French methodologyFrédéric Grelot, Marta Galliani, Pauline Bremond, Daniela Molinari, Lilian Pugnet, Claire Richert, and Francesco Ballio
Since 2010, a national method is available in France for multi-criteria analysis of flood prevention projects. The method uses national damage functions to estimate losses to the different exposed items, including economic activities. Despite the business sector suffers significant losses in case of flood, flood damage modelling to businesses is less advanced than for other exposed sectors, as e.g. residential buildings. Reasons are many and include: the high variability of activities types composing this sector and then the difficulty of standardisation (above all when contents are considered), and the lack of data to understand and quantify damage and validate existing modelling tools. The collection of damage data in two case studies, in France and in Italy, and the collaboration between two research groups in the two countries allowed to study the applicability, the validity, and the transferability of the French damage functions for economic activities to Italy. Firstly, the functions were tested and validated in a French case study, i.e. the flood that affected the Île-de-France Region in 2016. This validation exercise faced the problem of working with few information about the identity of the activities, and propose a solution; moreover, it allowed to verify the actual availability of input data to implement the functions in France and pointed out the paucity of information to validate the methodology. Testing the functions in a foreign case study, i.e. the flood occurred in 2002 in Italy in the city of Lodi, allowed instead to verify the transferability of the method.
How to cite: Grelot, F., Galliani, M., Bremond, P., Molinari, D., Pugnet, L., Richert, C., and Ballio, F.: Flood damage assessment to economic activities: implementation and transferability of French methodology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10049, https://doi.org/10.5194/egusphere-egu21-10049, 2021.
Since 2010, a national method is available in France for multi-criteria analysis of flood prevention projects. The method uses national damage functions to estimate losses to the different exposed items, including economic activities. Despite the business sector suffers significant losses in case of flood, flood damage modelling to businesses is less advanced than for other exposed sectors, as e.g. residential buildings. Reasons are many and include: the high variability of activities types composing this sector and then the difficulty of standardisation (above all when contents are considered), and the lack of data to understand and quantify damage and validate existing modelling tools. The collection of damage data in two case studies, in France and in Italy, and the collaboration between two research groups in the two countries allowed to study the applicability, the validity, and the transferability of the French damage functions for economic activities to Italy. Firstly, the functions were tested and validated in a French case study, i.e. the flood that affected the Île-de-France Region in 2016. This validation exercise faced the problem of working with few information about the identity of the activities, and propose a solution; moreover, it allowed to verify the actual availability of input data to implement the functions in France and pointed out the paucity of information to validate the methodology. Testing the functions in a foreign case study, i.e. the flood occurred in 2002 in Italy in the city of Lodi, allowed instead to verify the transferability of the method.
How to cite: Grelot, F., Galliani, M., Bremond, P., Molinari, D., Pugnet, L., Richert, C., and Ballio, F.: Flood damage assessment to economic activities: implementation and transferability of French methodology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10049, https://doi.org/10.5194/egusphere-egu21-10049, 2021.
EGU21-10226 | vPICO presentations | NH9.6
Effects of flood-induced individual businesses' financial distress over complex cooperative productive systemsDavid Nortes Martínez, Frederic Grelot, Pauline Brémond, Stefano Farolfi, and Juliette Rouchier
Today, flood risk management practices incorporate non-structural measures that take into account the potential of ecosystems to prevent, regulate and reduce water-related hazards. However, the implementation of non-structural measures, such as floodplains and water retention areas, increases the exposure of rural and farming areas for better protection of urban and industrial areas. Since agricultural enterprises are closely linked to land productivity, this exposure trade-off directly affects farm incomes, and thus the long-term sustainability of agricultural activities in floodplain and water retention areas. In addition, local businesses are increasingly interconnected in production networks and supply chains and impacts on local business can quickly have further consequences.
We propose to consider these supply networks as complex systems, i.e. a set of heterogeneous entities interacting with each other according to a given topology.In these systems, the upstream and downstream links that govern the interactions of the entities may allow the appearance of indirect effects that are reflected through the network of links. In our work, we focus on a cooperative winemaking system (CWS). A CWS is conceptualized as a supply chain in which a cooperative winery and a set of vinegrowers interact. The basic product of the system (the grape) is supplied by the vinegrowers, which the cooperative finishes processing (carrying out the winemaking, bottling and marketing stages).
We propose to analyze the extent to which individual winegrowers in financial difficulty may pose a threat to the sustainability of the system in the event of flooding. To carry out this analysis, we adopt a bottom-up approach. We use an agent-based model (the COOPER model) to simulate the production dynamics of the CWS. The COOPER model is used as a virtual laboratory to explore the behavior of the system under various flood scenarios, varying according to the spatial extent of the event and the season of occurrence. We test the influence of 4 parameters on financial viability at both the individual and system levels: the rigidity of the cost structure of the winery, the location of the winery, the individual business cessation criteria and the individual initial treasury.
Our results show that winery-related parameters influence the capacity of both system and individuals to absorb flood impacts more than individual parameters. The analysis of financial flows shows that, indeed, contrary to standard hypotheses in cost-benefit analyses and business resilience studies, return to pre-disaster states might not be possible. Furthermore, without financial support, some businesses may never recover and bussines dismissal due to financial presures and harvest variations threats the survival of the CWS (hence theating the long term viability of farming activities). In addition, we unveil a mechanism to graduate the degree of damage spreading in case of productions losses within the CWS hidden in the revenue-cost sharing rules and the structure of costs. From a managerial point of view, this type of result has strong implications: managers can influence the capacity of the CWS to absorb shocks and prevent damage propagation by keeping cost structures from becoming too rigid.
How to cite: Nortes Martínez, D., Grelot, F., Brémond, P., Farolfi, S., and Rouchier, J.: Effects of flood-induced individual businesses' financial distress over complex cooperative productive systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10226, https://doi.org/10.5194/egusphere-egu21-10226, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Today, flood risk management practices incorporate non-structural measures that take into account the potential of ecosystems to prevent, regulate and reduce water-related hazards. However, the implementation of non-structural measures, such as floodplains and water retention areas, increases the exposure of rural and farming areas for better protection of urban and industrial areas. Since agricultural enterprises are closely linked to land productivity, this exposure trade-off directly affects farm incomes, and thus the long-term sustainability of agricultural activities in floodplain and water retention areas. In addition, local businesses are increasingly interconnected in production networks and supply chains and impacts on local business can quickly have further consequences.
We propose to consider these supply networks as complex systems, i.e. a set of heterogeneous entities interacting with each other according to a given topology.In these systems, the upstream and downstream links that govern the interactions of the entities may allow the appearance of indirect effects that are reflected through the network of links. In our work, we focus on a cooperative winemaking system (CWS). A CWS is conceptualized as a supply chain in which a cooperative winery and a set of vinegrowers interact. The basic product of the system (the grape) is supplied by the vinegrowers, which the cooperative finishes processing (carrying out the winemaking, bottling and marketing stages).
We propose to analyze the extent to which individual winegrowers in financial difficulty may pose a threat to the sustainability of the system in the event of flooding. To carry out this analysis, we adopt a bottom-up approach. We use an agent-based model (the COOPER model) to simulate the production dynamics of the CWS. The COOPER model is used as a virtual laboratory to explore the behavior of the system under various flood scenarios, varying according to the spatial extent of the event and the season of occurrence. We test the influence of 4 parameters on financial viability at both the individual and system levels: the rigidity of the cost structure of the winery, the location of the winery, the individual business cessation criteria and the individual initial treasury.
Our results show that winery-related parameters influence the capacity of both system and individuals to absorb flood impacts more than individual parameters. The analysis of financial flows shows that, indeed, contrary to standard hypotheses in cost-benefit analyses and business resilience studies, return to pre-disaster states might not be possible. Furthermore, without financial support, some businesses may never recover and bussines dismissal due to financial presures and harvest variations threats the survival of the CWS (hence theating the long term viability of farming activities). In addition, we unveil a mechanism to graduate the degree of damage spreading in case of productions losses within the CWS hidden in the revenue-cost sharing rules and the structure of costs. From a managerial point of view, this type of result has strong implications: managers can influence the capacity of the CWS to absorb shocks and prevent damage propagation by keeping cost structures from becoming too rigid.
How to cite: Nortes Martínez, D., Grelot, F., Brémond, P., Farolfi, S., and Rouchier, J.: Effects of flood-induced individual businesses' financial distress over complex cooperative productive systems, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10226, https://doi.org/10.5194/egusphere-egu21-10226, 2021.
EGU21-9985 | vPICO presentations | NH9.6 | Highlight
What do long term field surveys tell us about the economic impacts of flooding on agricultural activities?Pauline Bremond, Pierre Balzergue, Pauline Garcia, Loïc Kechichian, Nicolas Perret, Alexandra Pouillet, and Frédéric Grelot
Estimating damage is crucial to evaluate flood management policies and to choose between different alternatives. In Cost-Benefit Analysis, the benefits of the policies are most of the time evaluated by avoided damage. One of the underlying assumptions of damage estimation is that the impacted assets come back quickly to their initial state, which justifies the assumption to focus on short term damage. So far, little research has questioned this assumption. However, recent work (Nortes Martinez, 2019) showed that flooding can critically disrupt farming systems in the long term. The vulnerability of agricultural activities to flooding has received so far less attention because they represent less damage proportionally compared to other economic sectors. However, better characterizing impacts on such assets is key to evaluating the efficiency and sustainability of flood management policies which relies on increasing exposure on agriculture. In this article, we propose to address the issue of long term field surveys to improve the assessment of flood-related damage to agricultural activities. To do so, we carried out interviews in 2015 with farmers impacted in 2014 by a flood, and which was repeated in 2019 and 2020. The case study is the “Étang de l’Or” watershed, located in the South of France in the Occitanie Region. It was impacted by an extreme flood in September 2014. 70 impacted farms were identified representing a total area of 3 044 ha of which 340 ha were affected. The main specialization of these farms were viticulture (27 farms) and market gardening and horticulture (27 farms). In 2015, a first round of surveys was carried out. A questionnaire aimed at having a global vision of the impacts on farms was used. 41 farms responded to the interviews (14 in viticulture and 16 in marketing gardening horticulture), which were carried out face-to-face. In 2019 and 2020, a second round of surveys was carried out with the farms specialised in viticulture and in market gardening and horticulture. A questionnaire was designed to investigate impacts that have occurred since 2014 as well as the potential adaptions implemented. 10 farms specialised in viticulture and 11 specialised in market gardening participated to the second round respectively 4 and 5 years after the first interviews. Long term surveys revealed that few biophysical impacts have persisted after the 2014 flood, for example long term loss of yield or impact on quality of the products. However, financial impacts were still present 5 years after: repayment of loans, replenishment of the cash fund. Although a full correlation cannot be established, some farms have gone bankrupt. In conclusion, we present methodological recommendations for the implementation of a long-term observation framework for flood impacts.
How to cite: Bremond, P., Balzergue, P., Garcia, P., Kechichian, L., Perret, N., Pouillet, A., and Grelot, F.: What do long term field surveys tell us about the economic impacts of flooding on agricultural activities?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9985, https://doi.org/10.5194/egusphere-egu21-9985, 2021.
Estimating damage is crucial to evaluate flood management policies and to choose between different alternatives. In Cost-Benefit Analysis, the benefits of the policies are most of the time evaluated by avoided damage. One of the underlying assumptions of damage estimation is that the impacted assets come back quickly to their initial state, which justifies the assumption to focus on short term damage. So far, little research has questioned this assumption. However, recent work (Nortes Martinez, 2019) showed that flooding can critically disrupt farming systems in the long term. The vulnerability of agricultural activities to flooding has received so far less attention because they represent less damage proportionally compared to other economic sectors. However, better characterizing impacts on such assets is key to evaluating the efficiency and sustainability of flood management policies which relies on increasing exposure on agriculture. In this article, we propose to address the issue of long term field surveys to improve the assessment of flood-related damage to agricultural activities. To do so, we carried out interviews in 2015 with farmers impacted in 2014 by a flood, and which was repeated in 2019 and 2020. The case study is the “Étang de l’Or” watershed, located in the South of France in the Occitanie Region. It was impacted by an extreme flood in September 2014. 70 impacted farms were identified representing a total area of 3 044 ha of which 340 ha were affected. The main specialization of these farms were viticulture (27 farms) and market gardening and horticulture (27 farms). In 2015, a first round of surveys was carried out. A questionnaire aimed at having a global vision of the impacts on farms was used. 41 farms responded to the interviews (14 in viticulture and 16 in marketing gardening horticulture), which were carried out face-to-face. In 2019 and 2020, a second round of surveys was carried out with the farms specialised in viticulture and in market gardening and horticulture. A questionnaire was designed to investigate impacts that have occurred since 2014 as well as the potential adaptions implemented. 10 farms specialised in viticulture and 11 specialised in market gardening participated to the second round respectively 4 and 5 years after the first interviews. Long term surveys revealed that few biophysical impacts have persisted after the 2014 flood, for example long term loss of yield or impact on quality of the products. However, financial impacts were still present 5 years after: repayment of loans, replenishment of the cash fund. Although a full correlation cannot be established, some farms have gone bankrupt. In conclusion, we present methodological recommendations for the implementation of a long-term observation framework for flood impacts.
How to cite: Bremond, P., Balzergue, P., Garcia, P., Kechichian, L., Perret, N., Pouillet, A., and Grelot, F.: What do long term field surveys tell us about the economic impacts of flooding on agricultural activities?, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9985, https://doi.org/10.5194/egusphere-egu21-9985, 2021.
EGU21-10655 | vPICO presentations | NH9.6
The forest protection service: a risk management decision support toolStefano Bruzzese, Simone Blanc, and Filippo Brun
In recent years in mountain areas, natural hazards such as rockfalls, avalanches and mudflows, triggered by ongoing climate change have increased in both frequency and magnitude. Hazards that, accompanied by increasing demographic pressure, socio-economic and land-use changes, especially in the Alpine region, have called for a greater need for human protection. This demand can be met with artificial structures, such as rockfall nets and avalanche fences, or with natural solutions, such as forests if properly managed. However, the protection service provided by forests, against natural hazards is difficult to value because it has no target market. Therefore, providing a value for this service would allow it to be integrated into risk management plans and programs. In this work, we analyzed from a qualitative and quantitative point of view the most widely used economic methods for estimating the protection service provided by forests against natural hazards, providing a decision support tool for stakeholders involved in risk management. The main results indicate that, depending on the resources and time available, as well as the spatial and temporal scale required, some methods are preferable to others. The Replacement Cost method is well suited to most operational contexts in which stakeholders may find themselves, as it is replicable, cost-effective and results are reliable and easily communicated. Although the Avoided Damages method refers to market data and is also capable of estimating indirect costs, it has the limitation of being site-specific. While the stated preference methods are suited for long-term evaluations on a large spatial scale, they require a high level of expertise and are costly in terms of both time and resources. From our analysis, we can conclude that the provided decision support tool should not replace the human ability to analyze complex situations, but rather be an aid to this process. The combination of this tool with others, such as frameworks and guidelines, provides a flexible support system aimed at improving the design and implementation of future ecosystem service assessments and management, as well as related decision-making.
How to cite: Bruzzese, S., Blanc, S., and Brun, F.: The forest protection service: a risk management decision support tool, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10655, https://doi.org/10.5194/egusphere-egu21-10655, 2021.
In recent years in mountain areas, natural hazards such as rockfalls, avalanches and mudflows, triggered by ongoing climate change have increased in both frequency and magnitude. Hazards that, accompanied by increasing demographic pressure, socio-economic and land-use changes, especially in the Alpine region, have called for a greater need for human protection. This demand can be met with artificial structures, such as rockfall nets and avalanche fences, or with natural solutions, such as forests if properly managed. However, the protection service provided by forests, against natural hazards is difficult to value because it has no target market. Therefore, providing a value for this service would allow it to be integrated into risk management plans and programs. In this work, we analyzed from a qualitative and quantitative point of view the most widely used economic methods for estimating the protection service provided by forests against natural hazards, providing a decision support tool for stakeholders involved in risk management. The main results indicate that, depending on the resources and time available, as well as the spatial and temporal scale required, some methods are preferable to others. The Replacement Cost method is well suited to most operational contexts in which stakeholders may find themselves, as it is replicable, cost-effective and results are reliable and easily communicated. Although the Avoided Damages method refers to market data and is also capable of estimating indirect costs, it has the limitation of being site-specific. While the stated preference methods are suited for long-term evaluations on a large spatial scale, they require a high level of expertise and are costly in terms of both time and resources. From our analysis, we can conclude that the provided decision support tool should not replace the human ability to analyze complex situations, but rather be an aid to this process. The combination of this tool with others, such as frameworks and guidelines, provides a flexible support system aimed at improving the design and implementation of future ecosystem service assessments and management, as well as related decision-making.
How to cite: Bruzzese, S., Blanc, S., and Brun, F.: The forest protection service: a risk management decision support tool, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10655, https://doi.org/10.5194/egusphere-egu21-10655, 2021.
EGU21-12731 | vPICO presentations | NH9.6
Flood vulnerability assessment: A critical comparison between site derived, national and international depth-damage functions and their use in assessing flood risk in MalaysiaBalqis M. Rehan, Paul Sayers, A. Ulwan M. Alayuddin, M. Fadhil M. Ghamrawi, James D. Miller, Shabir A. Kabirzad, Alexandra Kaelin, Edmund C. Penning-Rowsell, Bakti H. Basri, Victoria A. Bell, Zed Zulkafli, and Elizabeth J. Stewart
Damage functions are widely used to determine flood losses. National and international published damage functions are often used with little scrutiny or validation at local scales; a lack of understanding that unquestionably adds uncertainty to national flood risk assessment and investment planning. This paper examines the differences in aggregate flood damage estimates based on damage functions derived locally using local surveys and questionnaires, published national sector-based damage functions and land-use based damage functions published for Malaysia in the international literature. The paper is presented in two parts: firstly, the construction of a damage function from site-specific post-event flood surveys (covering a range of building types and flood hazard variables) and secondly, the comparison of these locally derived function with available national and international functions. A 0.05 km2 residential area located in Kuala Lumpur, Malaysia, which consists of sparsely located houses was selected for the study. It was used to drive the site-specific damage function and an associated estimate of flood damage for a range of observed and modelled flood events. The results show that at higher depths, the use of the site-specific function suggest an aggregate damage of approximately twice than an estimate based on national functions but much less (less than 100%) than would be estimated based on international published functions. The paper concludes that the international published damage functions should be used with care and condition using local (where possible) or national understanding of flood damages to avoid a significant over estimation of losses.
How to cite: M. Rehan, B., Sayers, P., M. Alayuddin, A. U., M. Ghamrawi, M. F., D. Miller, J., A. Kabirzad, S., Kaelin, A., C. Penning-Rowsell, E., H. Basri, B., A. Bell, V., Zulkafli, Z., and J. Stewart, E.: Flood vulnerability assessment: A critical comparison between site derived, national and international depth-damage functions and their use in assessing flood risk in Malaysia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12731, https://doi.org/10.5194/egusphere-egu21-12731, 2021.
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Damage functions are widely used to determine flood losses. National and international published damage functions are often used with little scrutiny or validation at local scales; a lack of understanding that unquestionably adds uncertainty to national flood risk assessment and investment planning. This paper examines the differences in aggregate flood damage estimates based on damage functions derived locally using local surveys and questionnaires, published national sector-based damage functions and land-use based damage functions published for Malaysia in the international literature. The paper is presented in two parts: firstly, the construction of a damage function from site-specific post-event flood surveys (covering a range of building types and flood hazard variables) and secondly, the comparison of these locally derived function with available national and international functions. A 0.05 km2 residential area located in Kuala Lumpur, Malaysia, which consists of sparsely located houses was selected for the study. It was used to drive the site-specific damage function and an associated estimate of flood damage for a range of observed and modelled flood events. The results show that at higher depths, the use of the site-specific function suggest an aggregate damage of approximately twice than an estimate based on national functions but much less (less than 100%) than would be estimated based on international published functions. The paper concludes that the international published damage functions should be used with care and condition using local (where possible) or national understanding of flood damages to avoid a significant over estimation of losses.
How to cite: M. Rehan, B., Sayers, P., M. Alayuddin, A. U., M. Ghamrawi, M. F., D. Miller, J., A. Kabirzad, S., Kaelin, A., C. Penning-Rowsell, E., H. Basri, B., A. Bell, V., Zulkafli, Z., and J. Stewart, E.: Flood vulnerability assessment: A critical comparison between site derived, national and international depth-damage functions and their use in assessing flood risk in Malaysia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12731, https://doi.org/10.5194/egusphere-egu21-12731, 2021.
EGU21-13222 | vPICO presentations | NH9.6
Evaluating synthetic vulnerability functions in flood risk modelling – a case study from SwitzerlandMargreth Keiler, Andreas Zischg, and Sven Fuchs
The selection of vulnerability models has a significant influence on the overall uncertainty when quantifying flood loss. Several scholars reported a limited spatial transferability of available vulnerability functions to case studies other than those they have been empirically deduced from. As a result, there is a need for computation and validation of regionally specific vulnerability functions. As in many data-scarce regions this option is not feasible, the physical processes of flood impact model chains can be developed using synthetic vulnerability function and validating them by expert opinion. The function presented in our study is based on expert heuristics using a small sample of representative buildings. We applied the vulnerability function in a meso-scale river basin and evaluated the new function by comparing the resulting flood damage with the damage computed by other approaches, (1) an ensemble of vulnerability functions available from the literature, (2) an individual vulnerability function calibrated with region-specific data, and (3) the vulnerability function used in flood risk management by the Swiss government. The results show that synthetic information can be a valuable alternative for developing flood vulnerability models in regions without any data or only few data on flood loss.
How to cite: Keiler, M., Zischg, A., and Fuchs, S.: Evaluating synthetic vulnerability functions in flood risk modelling – a case study from Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13222, https://doi.org/10.5194/egusphere-egu21-13222, 2021.
The selection of vulnerability models has a significant influence on the overall uncertainty when quantifying flood loss. Several scholars reported a limited spatial transferability of available vulnerability functions to case studies other than those they have been empirically deduced from. As a result, there is a need for computation and validation of regionally specific vulnerability functions. As in many data-scarce regions this option is not feasible, the physical processes of flood impact model chains can be developed using synthetic vulnerability function and validating them by expert opinion. The function presented in our study is based on expert heuristics using a small sample of representative buildings. We applied the vulnerability function in a meso-scale river basin and evaluated the new function by comparing the resulting flood damage with the damage computed by other approaches, (1) an ensemble of vulnerability functions available from the literature, (2) an individual vulnerability function calibrated with region-specific data, and (3) the vulnerability function used in flood risk management by the Swiss government. The results show that synthetic information can be a valuable alternative for developing flood vulnerability models in regions without any data or only few data on flood loss.
How to cite: Keiler, M., Zischg, A., and Fuchs, S.: Evaluating synthetic vulnerability functions in flood risk modelling – a case study from Switzerland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13222, https://doi.org/10.5194/egusphere-egu21-13222, 2021.
EGU21-2010 | vPICO presentations | NH9.6
Validation of methods for the assessment of physical vulnerability to dynamic floodingMaria Papathoma-Koehle, Lea Dosser, Florian Roesch, Matthias Schlögl, Marco Borga, Marcel Erlicher, and Sven Fuchs
The importance of assessing the physical vulnerability of assets to natural hazards is indisputable. Recent extreme events have shown that the severity of natural hazards is strongly linked to the vulnerability of the population and the built environment. Physical vulnerability, in particular, is directly connected to monetary damages and interruptions that are in the centre of the interests of several stakeholders including governments, authorities, insurance companies, engineers, and homeowners. A plethora of different approaches is available in the literature, nevertheless, two categories of approaches are the most prominent: vulnerability curves and vulnerability indicators. In this study, both are put to the test by using data from two relatively recent dynamic flood events. In more detail, a physical vulnerability index (PVI) and a Beta model based on damage data from Italy and Austria are validated using recent damage data from an event in Dimaro Folgarida (Trento, Italy) in 2018 and an event in Schallerbach (Tirol, Austria) in 2015. The study does not just validate the methods but also investigates remaining uncertainties related to the assessment of the process intensity on buildings and the calculation of the building value by conducting a sensitivity analysis.
How to cite: Papathoma-Koehle, M., Dosser, L., Roesch, F., Schlögl, M., Borga, M., Erlicher, M., and Fuchs, S.: Validation of methods for the assessment of physical vulnerability to dynamic flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2010, https://doi.org/10.5194/egusphere-egu21-2010, 2021.
The importance of assessing the physical vulnerability of assets to natural hazards is indisputable. Recent extreme events have shown that the severity of natural hazards is strongly linked to the vulnerability of the population and the built environment. Physical vulnerability, in particular, is directly connected to monetary damages and interruptions that are in the centre of the interests of several stakeholders including governments, authorities, insurance companies, engineers, and homeowners. A plethora of different approaches is available in the literature, nevertheless, two categories of approaches are the most prominent: vulnerability curves and vulnerability indicators. In this study, both are put to the test by using data from two relatively recent dynamic flood events. In more detail, a physical vulnerability index (PVI) and a Beta model based on damage data from Italy and Austria are validated using recent damage data from an event in Dimaro Folgarida (Trento, Italy) in 2018 and an event in Schallerbach (Tirol, Austria) in 2015. The study does not just validate the methods but also investigates remaining uncertainties related to the assessment of the process intensity on buildings and the calculation of the building value by conducting a sensitivity analysis.
How to cite: Papathoma-Koehle, M., Dosser, L., Roesch, F., Schlögl, M., Borga, M., Erlicher, M., and Fuchs, S.: Validation of methods for the assessment of physical vulnerability to dynamic flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2010, https://doi.org/10.5194/egusphere-egu21-2010, 2021.
EGU21-829 | vPICO presentations | NH9.6
Damage-cost assessment of vernacular buildings against coastal floodingAishwarya Narendr, Sutapa Das, and Bharath H. Aithal
Coastlines across the globe have been experiencing threats due to rising sea-level. The global average rise in the annual sea level is projected to be 2 -3 mm putting the coastlines across the globe into a threat. South-East Asian countries would experience sea-level variation from 1.5 mm to 4.4 mm per year, exacerbating inundation risk due to tidal anomalies. Many of these countries bear relatively higher population density and fall under developing economy – hence under-equipped to follow proactive strategies for adaptation.
Recurring flood hazard incapacitates regional sustainability. Rapidly changing climate scenarios further add to the climate-hazard sensitivity by increasing the frequency of extremes. The coastal communities experience multiple threats of such climate sensitivity due to rising sea-level and high tide anomalies In the form of loss of life and livelihood, overbearing losses from disaster-related damages to the infrastructure damages. Particularly those associated with residential building impose significant liability on marginal groups, presenting ‘disaster recovery’ nearly an impossible target to achieve. Therefore, damage reduction becomes an inevitable parameter for disaster risk reduction (DRR).
This research presents a methodology for the assessment of vernacular building typology in coastal areas of Sundarbans in eastern India. The area adjoining the Bay of Bengal is the part of largest Mangrove delta in the world The case area, Sagar Island has 75 percent of its population residing within traditional housing system that is now under potential economic stress due to reoccurring floods. The process begins with probing insight on the damage and failure pattern induced by floodwater to the housing and helps in the development of a systematic framework for ‘damage preventing intervention’ for primary building typology. The study categorizes damage stages associated with the high tide flooding levels using the synthetic method of data collection. This is followed by damage cost calculation for the flood levels considering the available remedies. Therefore, suggesting a proactive approach for disaster resilient design depending on robustness and cost-effectiveness of the chosen remedies. As the vernacular buildings are still a popular habitat choice in various parts of developing/ urbanizing South Asia, the research finds a generic application for upgrading vernacular housing design standards for regional sustainability.
Keywords: flood hazard, high tide flooding, climate change, vernacular housing, damage assessment
How to cite: Narendr, A., Das, S., and H. Aithal, B.: Damage-cost assessment of vernacular buildings against coastal flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-829, https://doi.org/10.5194/egusphere-egu21-829, 2021.
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Coastlines across the globe have been experiencing threats due to rising sea-level. The global average rise in the annual sea level is projected to be 2 -3 mm putting the coastlines across the globe into a threat. South-East Asian countries would experience sea-level variation from 1.5 mm to 4.4 mm per year, exacerbating inundation risk due to tidal anomalies. Many of these countries bear relatively higher population density and fall under developing economy – hence under-equipped to follow proactive strategies for adaptation.
Recurring flood hazard incapacitates regional sustainability. Rapidly changing climate scenarios further add to the climate-hazard sensitivity by increasing the frequency of extremes. The coastal communities experience multiple threats of such climate sensitivity due to rising sea-level and high tide anomalies In the form of loss of life and livelihood, overbearing losses from disaster-related damages to the infrastructure damages. Particularly those associated with residential building impose significant liability on marginal groups, presenting ‘disaster recovery’ nearly an impossible target to achieve. Therefore, damage reduction becomes an inevitable parameter for disaster risk reduction (DRR).
This research presents a methodology for the assessment of vernacular building typology in coastal areas of Sundarbans in eastern India. The area adjoining the Bay of Bengal is the part of largest Mangrove delta in the world The case area, Sagar Island has 75 percent of its population residing within traditional housing system that is now under potential economic stress due to reoccurring floods. The process begins with probing insight on the damage and failure pattern induced by floodwater to the housing and helps in the development of a systematic framework for ‘damage preventing intervention’ for primary building typology. The study categorizes damage stages associated with the high tide flooding levels using the synthetic method of data collection. This is followed by damage cost calculation for the flood levels considering the available remedies. Therefore, suggesting a proactive approach for disaster resilient design depending on robustness and cost-effectiveness of the chosen remedies. As the vernacular buildings are still a popular habitat choice in various parts of developing/ urbanizing South Asia, the research finds a generic application for upgrading vernacular housing design standards for regional sustainability.
Keywords: flood hazard, high tide flooding, climate change, vernacular housing, damage assessment
How to cite: Narendr, A., Das, S., and H. Aithal, B.: Damage-cost assessment of vernacular buildings against coastal flooding, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-829, https://doi.org/10.5194/egusphere-egu21-829, 2021.
EGU21-1173 | vPICO presentations | NH9.6
Vulnerability of buildings to wildfireCeline Garlichs, Michalis Diakakis, Spyridon Mavroulis, Sven Fuchs, and Maria Papathoma-Köhle
Recent events worldwide have clearly shown that wildfires pose a serious threat to people and buildings located in the WUI (Wildland-Urban-Interface). In Europe, due to climate change, wildfires are expected to continue affecting areas not only in the Mediterranean but also in other European regions (e.g. alpine and Scandinavian context). A wide range of tools is available for the assessment of physical vulnerability of buildings to different hazard types including floods, landslides and earthquakes. Yet, to date, vulnerability of buildings to wildfire still remains under-researched. Research gaps in this respect are pointed out in this study and a well-established approach for vulnerability assessment of buildings already used for tsunamis and dynamic flooding is adapted in order to be used for wildfires. The method is based on the development of a vulnerability index using building characteristics (indicators) that contribute to wildfire vulnerability, including construction material, surroundings, building design and surrounding vegetation. The index may be used as a basis for strategies for vulnerability reduction (reinforcement of buildings, building codes), evacuation planning, insurance purposes and resilient reconstruction of affected areas. Preliminary results of an application in Mati (Attica, Greece) based on the data of a wildfire occurred in July 2018 resulting in the death of more than 100 people are presented
How to cite: Garlichs, C., Diakakis, M., Mavroulis, S., Fuchs, S., and Papathoma-Köhle, M.: Vulnerability of buildings to wildfire, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1173, https://doi.org/10.5194/egusphere-egu21-1173, 2021.
Recent events worldwide have clearly shown that wildfires pose a serious threat to people and buildings located in the WUI (Wildland-Urban-Interface). In Europe, due to climate change, wildfires are expected to continue affecting areas not only in the Mediterranean but also in other European regions (e.g. alpine and Scandinavian context). A wide range of tools is available for the assessment of physical vulnerability of buildings to different hazard types including floods, landslides and earthquakes. Yet, to date, vulnerability of buildings to wildfire still remains under-researched. Research gaps in this respect are pointed out in this study and a well-established approach for vulnerability assessment of buildings already used for tsunamis and dynamic flooding is adapted in order to be used for wildfires. The method is based on the development of a vulnerability index using building characteristics (indicators) that contribute to wildfire vulnerability, including construction material, surroundings, building design and surrounding vegetation. The index may be used as a basis for strategies for vulnerability reduction (reinforcement of buildings, building codes), evacuation planning, insurance purposes and resilient reconstruction of affected areas. Preliminary results of an application in Mati (Attica, Greece) based on the data of a wildfire occurred in July 2018 resulting in the death of more than 100 people are presented
How to cite: Garlichs, C., Diakakis, M., Mavroulis, S., Fuchs, S., and Papathoma-Köhle, M.: Vulnerability of buildings to wildfire, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1173, https://doi.org/10.5194/egusphere-egu21-1173, 2021.
EGU21-14743 | vPICO presentations | NH9.6
Natural hazard risk management for cultural heritage assets: advances in the context of the RIACT research projectXavier Romão, Rui Figueiredo, Esmeralda Paupério, Gerardo Salazar, and Olha Tikhonova
Cultural heritage is universally recognized as an essential part of the socio-cultural and economic capital of a country. Current policies emphasize the strong contribution and cross-cutting nature of cultural heritage to achieve strategic goals for a smart, sustainable and inclusive growth. Furthermore, the important role that cultural heritage plays in creating and enhancing social capital has been particularly highlighted, as well as its economic impact. Nevertheless, natural hazards cause serious threats to cultural heritage, and severe damage and losses are recurrently seen to affect it due to these types of events. While such impacts can be seen to stem from a variety of sources, their physical characteristics play a significant role in their vulnerability to natural hazards. Therefore, it is imperative to explicitly consider cultural heritage in natural hazard risk reduction and management initiatives, from local to national and global scales, supported by rational and knowledge-based vulnerability and risk assessment studies.
However, the development of such assessments for a large number of cultural heritage assets in a region presents several challenges. Firstly, there is a shortage of methodological approaches to model the vulnerability and risk of cultural heritage assets to different natural hazards. Secondly, performing detailed vulnerability/risk analyses for every cultural heritage asset on a large scale (i.e. across a region or a country) would require resources that are unavailable in most cases. Finally, adequate post-disaster damage and loss data to support the development of methodologies is almost inexistent in this sector, namely due to a lack of approaches to do so, and to the difficulties in expressing intangible losses in quantitative terms.
In this context, this presentation will showcase recent advances in these fields developed within the ongoing research project RIACT (Risk Indicators for the Analysis of Cultural Heritage under Threat). These include the development of simple but robust approaches for the analysis of the vulnerability and risk of cultural heritage at various scales and their application in pilot case studies, the development of a database for collecting disaster damage and loss data in the cultural heritage sector, and the development of methodologies for cultural heritage disaster damage valuation and value-based post-disaster recovery prioritization. Ultimately, these research efforts aim to support stakeholders responsible for cultural heritage management and preservation in improving their adaptive capacity to plan for and respond to natural hazards.
How to cite: Romão, X., Figueiredo, R., Paupério, E., Salazar, G., and Tikhonova, O.: Natural hazard risk management for cultural heritage assets: advances in the context of the RIACT research project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14743, https://doi.org/10.5194/egusphere-egu21-14743, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Cultural heritage is universally recognized as an essential part of the socio-cultural and economic capital of a country. Current policies emphasize the strong contribution and cross-cutting nature of cultural heritage to achieve strategic goals for a smart, sustainable and inclusive growth. Furthermore, the important role that cultural heritage plays in creating and enhancing social capital has been particularly highlighted, as well as its economic impact. Nevertheless, natural hazards cause serious threats to cultural heritage, and severe damage and losses are recurrently seen to affect it due to these types of events. While such impacts can be seen to stem from a variety of sources, their physical characteristics play a significant role in their vulnerability to natural hazards. Therefore, it is imperative to explicitly consider cultural heritage in natural hazard risk reduction and management initiatives, from local to national and global scales, supported by rational and knowledge-based vulnerability and risk assessment studies.
However, the development of such assessments for a large number of cultural heritage assets in a region presents several challenges. Firstly, there is a shortage of methodological approaches to model the vulnerability and risk of cultural heritage assets to different natural hazards. Secondly, performing detailed vulnerability/risk analyses for every cultural heritage asset on a large scale (i.e. across a region or a country) would require resources that are unavailable in most cases. Finally, adequate post-disaster damage and loss data to support the development of methodologies is almost inexistent in this sector, namely due to a lack of approaches to do so, and to the difficulties in expressing intangible losses in quantitative terms.
In this context, this presentation will showcase recent advances in these fields developed within the ongoing research project RIACT (Risk Indicators for the Analysis of Cultural Heritage under Threat). These include the development of simple but robust approaches for the analysis of the vulnerability and risk of cultural heritage at various scales and their application in pilot case studies, the development of a database for collecting disaster damage and loss data in the cultural heritage sector, and the development of methodologies for cultural heritage disaster damage valuation and value-based post-disaster recovery prioritization. Ultimately, these research efforts aim to support stakeholders responsible for cultural heritage management and preservation in improving their adaptive capacity to plan for and respond to natural hazards.
How to cite: Romão, X., Figueiredo, R., Paupério, E., Salazar, G., and Tikhonova, O.: Natural hazard risk management for cultural heritage assets: advances in the context of the RIACT research project, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14743, https://doi.org/10.5194/egusphere-egu21-14743, 2021.
EGU21-2253 | vPICO presentations | NH9.6
Consequence assessment of linear infrastructure exposed to hazardous weather-related eventsUnni Eidsvig and Luca Piciullo
Linear critical infrastructures are fundamental for functioning of the society and for generating everyday economic activities. Maintenance of these infrastructures, as well as quick restoration of the services after service disruption are important and challenging tasks. Extreme weather events and related hazards (e.g. floods, erosion, landslides, and forest fires) may lead to a malfunctioning of these infrastructures, resulting in social and economic consequences.
A wide variety of methods are applicable for consequence assessment of linear infrastructure. A review and summary of existing methodologies has been made and recommendations for their use are provided. The review encompasses semi-quantitative approaches (e.g. multi-criteria analysis and indicator-based scoring approaches) and quantitative approaches, using damage assessment and economic impact tools. The approaches might be hazard specific, addressing the interaction between the hazard and the infrastructure assets or focus on the societal consequences of the malfunctioning infrastructure. In this work, special attention is paid to the assessment of the infrastructure service disruption as well as of physical damage to the linear infrastructures.
A framework for risk assessments of adverse weather-related events affecting terrestrial transportation lines has been established. The framework can be also applied to other linear infrastructure, such as water and electric power supply. The framework encompasses risk identification and assessment of hazard, exposure, vulnerability and consequences. In the risk identification, modes of malfunctioning of the infrastructure service are identified, as well as natural triggering events initiating the malfunctioning. Hazard encompasses frequency and intensity of the triggering events and is assessed at the location of the exposed infrastructure assets. The event intensity, is a parameter (single or composite) characterizing the damaging potential of a natural event, e.g. the water depth or velocity for flood. Vulnerability models represent the functional loss, the damage degree or the exceedance probability of damage levels pertinent to an infrastructure asset, expressed in terms of event intensity. For further consequence assessment, the criticality of assets need to be assessed, e.g. by using an event tree approach to analyse the relation between asset damage and service disruption. The indirect consequences depend on redundancy (multiple paths of supply) and robustness, but also on the capacity to restore functionality in a timely way (rapidity) as well as on the resources available to restore functionality (resourcefulness). Economic consequences (direct and indirect losses) due to weather-related events have been evaluated for transportation infrastructures, considering material damage caused by flooding as well as consequences for the users stemming from the interruption of the transportation service.
The described work receives funding from the European Community’s H2020 research and innovation program under grant agreement No 769255 (SAFEWAY). The sole responsibility for the content of this abstract lies with the authors. It does not necessarily reflect the opinion of the European Union. The work is also funded by the Research Council of Norway through the Centre for Research-based innovation KLIMA2050.
How to cite: Eidsvig, U. and Piciullo, L.: Consequence assessment of linear infrastructure exposed to hazardous weather-related events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2253, https://doi.org/10.5194/egusphere-egu21-2253, 2021.
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Linear critical infrastructures are fundamental for functioning of the society and for generating everyday economic activities. Maintenance of these infrastructures, as well as quick restoration of the services after service disruption are important and challenging tasks. Extreme weather events and related hazards (e.g. floods, erosion, landslides, and forest fires) may lead to a malfunctioning of these infrastructures, resulting in social and economic consequences.
A wide variety of methods are applicable for consequence assessment of linear infrastructure. A review and summary of existing methodologies has been made and recommendations for their use are provided. The review encompasses semi-quantitative approaches (e.g. multi-criteria analysis and indicator-based scoring approaches) and quantitative approaches, using damage assessment and economic impact tools. The approaches might be hazard specific, addressing the interaction between the hazard and the infrastructure assets or focus on the societal consequences of the malfunctioning infrastructure. In this work, special attention is paid to the assessment of the infrastructure service disruption as well as of physical damage to the linear infrastructures.
A framework for risk assessments of adverse weather-related events affecting terrestrial transportation lines has been established. The framework can be also applied to other linear infrastructure, such as water and electric power supply. The framework encompasses risk identification and assessment of hazard, exposure, vulnerability and consequences. In the risk identification, modes of malfunctioning of the infrastructure service are identified, as well as natural triggering events initiating the malfunctioning. Hazard encompasses frequency and intensity of the triggering events and is assessed at the location of the exposed infrastructure assets. The event intensity, is a parameter (single or composite) characterizing the damaging potential of a natural event, e.g. the water depth or velocity for flood. Vulnerability models represent the functional loss, the damage degree or the exceedance probability of damage levels pertinent to an infrastructure asset, expressed in terms of event intensity. For further consequence assessment, the criticality of assets need to be assessed, e.g. by using an event tree approach to analyse the relation between asset damage and service disruption. The indirect consequences depend on redundancy (multiple paths of supply) and robustness, but also on the capacity to restore functionality in a timely way (rapidity) as well as on the resources available to restore functionality (resourcefulness). Economic consequences (direct and indirect losses) due to weather-related events have been evaluated for transportation infrastructures, considering material damage caused by flooding as well as consequences for the users stemming from the interruption of the transportation service.
The described work receives funding from the European Community’s H2020 research and innovation program under grant agreement No 769255 (SAFEWAY). The sole responsibility for the content of this abstract lies with the authors. It does not necessarily reflect the opinion of the European Union. The work is also funded by the Research Council of Norway through the Centre for Research-based innovation KLIMA2050.
How to cite: Eidsvig, U. and Piciullo, L.: Consequence assessment of linear infrastructure exposed to hazardous weather-related events, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2253, https://doi.org/10.5194/egusphere-egu21-2253, 2021.
EGU21-16186 | vPICO presentations | NH9.6
Rapid Estimation of Spatial Distributions of Building Damages in the 30 October 2020 Aegean Sea EarthquakeUfuk Hancilar, Sahin O. Dede, Karin Sesetyan, Eser Cakti, Emrullah Dar, S. Omercan Erturk, Nafiz Kafadar, Cem Koca, Ahmet Korkmaz, Fatma S. Malcioglu, Hakan Suleyman, Tugce Tetik, Gulen Uncu, Nesrin Yenihayat, and Aslıhan Yolcu
An Mw 6.9 (Ml 6.6) earthquake occurred at an estimated focal depth of 12 km in the Aegean Sea on October 30th, 2020. 115 people died in Turkey in the devastating earthquake, it left more than one thousand people injured and several hundreds of families in need of a shelter. The strong ground shaking further amplified by local site effects caused building collapses and substantial damages throughout the city of Izmir (Turkey) as well as in Samos Island (Greece). In the aftermath of the event, an intensity-based damage analysis was conducted for the rapid estimation of number of damaged buildings at regional scale. For this purpose, first, spatial distributions of PGA, PGV values and instrumental intensities were computed by also incorporating the recorded ground motion data made available by several institutions. Numbers of damaged buildings at each EMS-98 damage grade were then estimated using the intensity-based, regionally adjusted structural vulnerability relationships. This paper presents the geographical distributions of rapid damage estimations and compares them to the observational damage data.
How to cite: Hancilar, U., Dede, S. O., Sesetyan, K., Cakti, E., Dar, E., Erturk, S. O., Kafadar, N., Koca, C., Korkmaz, A., Malcioglu, F. S., Suleyman, H., Tetik, T., Uncu, G., Yenihayat, N., and Yolcu, A.: Rapid Estimation of Spatial Distributions of Building Damages in the 30 October 2020 Aegean Sea Earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16186, https://doi.org/10.5194/egusphere-egu21-16186, 2021.
An Mw 6.9 (Ml 6.6) earthquake occurred at an estimated focal depth of 12 km in the Aegean Sea on October 30th, 2020. 115 people died in Turkey in the devastating earthquake, it left more than one thousand people injured and several hundreds of families in need of a shelter. The strong ground shaking further amplified by local site effects caused building collapses and substantial damages throughout the city of Izmir (Turkey) as well as in Samos Island (Greece). In the aftermath of the event, an intensity-based damage analysis was conducted for the rapid estimation of number of damaged buildings at regional scale. For this purpose, first, spatial distributions of PGA, PGV values and instrumental intensities were computed by also incorporating the recorded ground motion data made available by several institutions. Numbers of damaged buildings at each EMS-98 damage grade were then estimated using the intensity-based, regionally adjusted structural vulnerability relationships. This paper presents the geographical distributions of rapid damage estimations and compares them to the observational damage data.
How to cite: Hancilar, U., Dede, S. O., Sesetyan, K., Cakti, E., Dar, E., Erturk, S. O., Kafadar, N., Koca, C., Korkmaz, A., Malcioglu, F. S., Suleyman, H., Tetik, T., Uncu, G., Yenihayat, N., and Yolcu, A.: Rapid Estimation of Spatial Distributions of Building Damages in the 30 October 2020 Aegean Sea Earthquake, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16186, https://doi.org/10.5194/egusphere-egu21-16186, 2021.
NH9.8 – Natural hazard impacts on technological systems and infrastructures
EGU21-2721 | vPICO presentations | NH9.8
A conceptual model for the estimation of flood damage to power gridsPanagiotis Asaridis, Daniela Molinari, and Francesco Ballio
Flood damage assessment is a crucial component of any decision-making process on flood risk management and mitigation; for this reason, reliable tools for flood damage estimation are required, for all the categories of exposed elements. Despite networks can suffer high losses in case of flood, and in comparison with other exposed items, flood damage modelling to infrastructures is still a challenging task. This is due, on the one hand, to the complexity of networks as well as of their interconnections; on the other hand, to the lack of knowledge and data to investigate damage mechanisms and to calibrate and validate damage models. Grounding on the investigation of the state of art, this contribution presents a conceptualization of flood damage to power grids. The ultimate objective of the conceptual model is to be an operative tool in support of more comprehensive and reliable flood damage assessments to power grids, highlighting: (i) the different components of the damage (i.e. direct, indirect, and systemic, meaning damage due to the interdependencies among power grids and residential, commercial, industrial and other infrastructure sectors), (ii) their interconnections, (iii) the hazard, exposure and vulnerability variables on which they depend, (iv) the temporal and spatial scales for their assessment. The development of the model highlighted, on the one hand, the importance of dividing damage assessment in two steps: the estimation of damage in quantitative/physical units and the estimation of the consequent economic losses. On the other hand, the variety of damage mechanisms and cascading effects shaping the final damage figure arises, asking for an interdisciplinary and multi-scale evaluation approach. The development of the conceptual model is the first step of a PhD research on the development of flood damage models for infrastructures. Next steps will validate the model in real case studies and evaluate how the different damage components could be investigated in the Italian context.
How to cite: Asaridis, P., Molinari, D., and Ballio, F.: A conceptual model for the estimation of flood damage to power grids, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2721, https://doi.org/10.5194/egusphere-egu21-2721, 2021.
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Flood damage assessment is a crucial component of any decision-making process on flood risk management and mitigation; for this reason, reliable tools for flood damage estimation are required, for all the categories of exposed elements. Despite networks can suffer high losses in case of flood, and in comparison with other exposed items, flood damage modelling to infrastructures is still a challenging task. This is due, on the one hand, to the complexity of networks as well as of their interconnections; on the other hand, to the lack of knowledge and data to investigate damage mechanisms and to calibrate and validate damage models. Grounding on the investigation of the state of art, this contribution presents a conceptualization of flood damage to power grids. The ultimate objective of the conceptual model is to be an operative tool in support of more comprehensive and reliable flood damage assessments to power grids, highlighting: (i) the different components of the damage (i.e. direct, indirect, and systemic, meaning damage due to the interdependencies among power grids and residential, commercial, industrial and other infrastructure sectors), (ii) their interconnections, (iii) the hazard, exposure and vulnerability variables on which they depend, (iv) the temporal and spatial scales for their assessment. The development of the model highlighted, on the one hand, the importance of dividing damage assessment in two steps: the estimation of damage in quantitative/physical units and the estimation of the consequent economic losses. On the other hand, the variety of damage mechanisms and cascading effects shaping the final damage figure arises, asking for an interdisciplinary and multi-scale evaluation approach. The development of the conceptual model is the first step of a PhD research on the development of flood damage models for infrastructures. Next steps will validate the model in real case studies and evaluate how the different damage components could be investigated in the Italian context.
How to cite: Asaridis, P., Molinari, D., and Ballio, F.: A conceptual model for the estimation of flood damage to power grids, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2721, https://doi.org/10.5194/egusphere-egu21-2721, 2021.
EGU21-922 | vPICO presentations | NH9.8
Conceptualization of a Critical Infrastructure Network – Model for Flood Risk AssessmentsRoman Schotten and Daniel Bachmann
In flood risk analysis it is a key principle to predetermine consequences of flooding to assets, people and infrastructures. Damages to critical infrastructures are not restricted to the flooded area. The effects of directly affected objects cascades to other infrastructures, which are not directly affected by a flood. Modelling critical infrastructure networks is one possible answer to the question ‘how to include indirect and direct impacts to critical infrastructures?’.
Critical infrastructures are connected in very complex networks. The modelling of those networks has been a basis for different purposes (Ouyang, 2014). Thus, it is a challenge to determine the right method to model a critical infrastructure network. For this example, a network-based and topology-based method will be applied (Pant et al., 2018). The basic model elements are points, connectors and polygons which are utilized to resemble the critical infrastructure network characteristics.
The objective of this model is to complement the state-of-the-art flood risk analysis with a quantitative analysis of critical infrastructure damages and disruptions for people and infrastructures. These results deliver an extended basis to differentiate the flood risk assessment and to derive measures for flood risk mitigation strategies. From a technical point of view, a critical infrastructure damage analysis will be integrated into the tool ProMaIDes (Bachmann, 2020), a free software for a risk-based evaluation of flood risk mitigation measures.
The data on critical infrastructure cascades and their potential linkages is scars but necessary for an actionable modelling. The CIrcle method from Deltares delivers a method for a workshop that has proven to deliver applicable datasets for identifying and connecting infrastructures on basis of cascading effects (de Bruijn et al., 2019). The data gained from CIrcle workshops will be one compound for the critical infrastructure network model.
Acknowledgment: This work is part of the BMBF-IKARIM funded project PARADes (Participatory assessment of flood related disaster prevention and development of an adapted coping system in Ghana).
Bachmann, D. (2020). ProMaIDeS - Knowledge Base. https://promaides.myjetbrains.com
de Bruijn, K. M., Maran, C., Zygnerski, M., Jurado, J., Burzel, A., Jeuken, C., & Obeysekera, J. (2019). Flood resilience of critical infrastructure: Approach and method applied to Fort Lauderdale, Florida. Water (Switzerland), 11(3). https://doi.org/10.3390/w11030517
Ouyang, M. (2014). Review on modeling and simulation of interdependent critical infrastructure systems. Reliability Engineering and System Safety, 121, 43–60. https://doi.org/10.1016/j.ress.2013.06.040
Pant, R., Thacker, S., Hall, J. W., Alderson, D., & Barr, S. (2018). Critical infrastructure impact assessment due to flood exposure. Journal of Flood Risk Management, 11(1), 22–33. https://doi.org/10.1111/jfr3.12288
How to cite: Schotten, R. and Bachmann, D.: Conceptualization of a Critical Infrastructure Network – Model for Flood Risk Assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-922, https://doi.org/10.5194/egusphere-egu21-922, 2021.
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In flood risk analysis it is a key principle to predetermine consequences of flooding to assets, people and infrastructures. Damages to critical infrastructures are not restricted to the flooded area. The effects of directly affected objects cascades to other infrastructures, which are not directly affected by a flood. Modelling critical infrastructure networks is one possible answer to the question ‘how to include indirect and direct impacts to critical infrastructures?’.
Critical infrastructures are connected in very complex networks. The modelling of those networks has been a basis for different purposes (Ouyang, 2014). Thus, it is a challenge to determine the right method to model a critical infrastructure network. For this example, a network-based and topology-based method will be applied (Pant et al., 2018). The basic model elements are points, connectors and polygons which are utilized to resemble the critical infrastructure network characteristics.
The objective of this model is to complement the state-of-the-art flood risk analysis with a quantitative analysis of critical infrastructure damages and disruptions for people and infrastructures. These results deliver an extended basis to differentiate the flood risk assessment and to derive measures for flood risk mitigation strategies. From a technical point of view, a critical infrastructure damage analysis will be integrated into the tool ProMaIDes (Bachmann, 2020), a free software for a risk-based evaluation of flood risk mitigation measures.
The data on critical infrastructure cascades and their potential linkages is scars but necessary for an actionable modelling. The CIrcle method from Deltares delivers a method for a workshop that has proven to deliver applicable datasets for identifying and connecting infrastructures on basis of cascading effects (de Bruijn et al., 2019). The data gained from CIrcle workshops will be one compound for the critical infrastructure network model.
Acknowledgment: This work is part of the BMBF-IKARIM funded project PARADes (Participatory assessment of flood related disaster prevention and development of an adapted coping system in Ghana).
Bachmann, D. (2020). ProMaIDeS - Knowledge Base. https://promaides.myjetbrains.com
de Bruijn, K. M., Maran, C., Zygnerski, M., Jurado, J., Burzel, A., Jeuken, C., & Obeysekera, J. (2019). Flood resilience of critical infrastructure: Approach and method applied to Fort Lauderdale, Florida. Water (Switzerland), 11(3). https://doi.org/10.3390/w11030517
Ouyang, M. (2014). Review on modeling and simulation of interdependent critical infrastructure systems. Reliability Engineering and System Safety, 121, 43–60. https://doi.org/10.1016/j.ress.2013.06.040
Pant, R., Thacker, S., Hall, J. W., Alderson, D., & Barr, S. (2018). Critical infrastructure impact assessment due to flood exposure. Journal of Flood Risk Management, 11(1), 22–33. https://doi.org/10.1111/jfr3.12288
How to cite: Schotten, R. and Bachmann, D.: Conceptualization of a Critical Infrastructure Network – Model for Flood Risk Assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-922, https://doi.org/10.5194/egusphere-egu21-922, 2021.
EGU21-193 | vPICO presentations | NH9.8
The risk of large-scale trade bottlenecks due to simultaneous port disruptionsJasper Verschuur, Elco Koks, and Jim Hall
Reliable port infrastructure is essential for the facilitation of international trade flows. Disruptions to port infrastructure can result in trade bottlenecks, in particular if multiple key ports are affected simultaneously due to natural disasters with large spatial footprints such as earthquakes and tropical cyclones (Verschuur et al. 2019). For instance, Hurricane Katrina (2005) disrupted port operations in multiple ports in New Orleans, which transport around 45% of the country’s food and farm products, resulting in more than USD800 million export losses and price spikes of food products (Trepte and Rice, 2014). In order to improve the resilience of the transport and supply-chain network, the risk of large-scale trade bottlenecks need to be quantified on global scale. However, to date, the risk of single and multiple port failures due to large-scale natural disasters, and the resulting consequences, has not yet been explored.
Here, we present a global analysis of the risk of simultaneous port disruptions due to tropical cyclones and the associated risk of bottlenecks in the national and global maritime trade network. To do this, we have combined a new global dataset on the port-to-port trade network with 10,000 years of synthetic tropical cyclone tracks (Bloemendaal et al., 2020) and an impact-module that estimates the duration of the port disruption as a function of cyclone wind speed. We show how certain countries and specific economic sectors within countries are at risk of large-scale trade bottlenecks, mainly due to the concentration of trade in a few key ports that are geographically clustered.
These results can be used to stress test the global maritime transport network and inform strategies to improve supply-chain resilience (e.g. diversification of transport and import). Moreover, it can support port planning on a national level to make strategic investments to reduce the risk of trade bottlenecks or to design post-disaster emergency response strategies (e.g. rerouting strategies to alternative ports).
How to cite: Verschuur, J., Koks, E., and Hall, J.: The risk of large-scale trade bottlenecks due to simultaneous port disruptions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-193, https://doi.org/10.5194/egusphere-egu21-193, 2021.
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Reliable port infrastructure is essential for the facilitation of international trade flows. Disruptions to port infrastructure can result in trade bottlenecks, in particular if multiple key ports are affected simultaneously due to natural disasters with large spatial footprints such as earthquakes and tropical cyclones (Verschuur et al. 2019). For instance, Hurricane Katrina (2005) disrupted port operations in multiple ports in New Orleans, which transport around 45% of the country’s food and farm products, resulting in more than USD800 million export losses and price spikes of food products (Trepte and Rice, 2014). In order to improve the resilience of the transport and supply-chain network, the risk of large-scale trade bottlenecks need to be quantified on global scale. However, to date, the risk of single and multiple port failures due to large-scale natural disasters, and the resulting consequences, has not yet been explored.
Here, we present a global analysis of the risk of simultaneous port disruptions due to tropical cyclones and the associated risk of bottlenecks in the national and global maritime trade network. To do this, we have combined a new global dataset on the port-to-port trade network with 10,000 years of synthetic tropical cyclone tracks (Bloemendaal et al., 2020) and an impact-module that estimates the duration of the port disruption as a function of cyclone wind speed. We show how certain countries and specific economic sectors within countries are at risk of large-scale trade bottlenecks, mainly due to the concentration of trade in a few key ports that are geographically clustered.
These results can be used to stress test the global maritime transport network and inform strategies to improve supply-chain resilience (e.g. diversification of transport and import). Moreover, it can support port planning on a national level to make strategic investments to reduce the risk of trade bottlenecks or to design post-disaster emergency response strategies (e.g. rerouting strategies to alternative ports).
How to cite: Verschuur, J., Koks, E., and Hall, J.: The risk of large-scale trade bottlenecks due to simultaneous port disruptions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-193, https://doi.org/10.5194/egusphere-egu21-193, 2021.
EGU21-14560 | vPICO presentations | NH9.8
Disaster impacts in a port-city; learning from Beirut's Port explosionSteluta topalov
On 4 august 2020, one of the biggest non-nuclear explosions the world has seen in recent times took place in the Port of Beirut. Caused by the detonation of 2,750 tons of ammonium nitrate, inadequate stored in a warehouse in the port, the blast destroyed much of the city’s port and the surrounding infrastructure and severly damaged the dense residential and commercial areas within 5 km of the explosion site. The impact of the explosion, which registered as a 3.3 magnitude earthquake according to the U.S. Geological Survey, was felt as far away as the island of Cyprus.
Athough the event was an technological hazard, the impact of the explosion is similar to a standardised natural disaster.
According to UNDP, a total of 200 000 residential units were affected with an estimated of 40 000 buildings damaged; 200 people lost their lives, around 6 000 individuals were injuried and around 300 000 people were displaced.
Such figure are comparable to other large-scale disasters such as Cyclone Vayu in India, which occured in June 2019 or the displacement caused by the Typhoon Vongfong, in the Philippines.
The frequent increase of the natural disasters puts pressure on the critical infrastructure of the cities. The disruption of the transportation system, which is vital for the sustainable daily operations, are having a big impact on the economical, enviromental and social dimension of a city system. Among the various types of transportation system, ports are a focal point because of its strategic role for the economic growth of cities,regions and global network. In addition, they are nodal points for the social and economical activity of the inhabitants.
Although the ports have played a key role in the development of their host cities, they are also vulnerable to a broad range of risks and threats because of a particular spatial character: the location at the intersection of land and sea.
The study of the Beirut’s Port explosion examines the impact of port failures on the host urban enviroment and the relationship between hazards, vulnerability and the impact. The vulnerability of the port to disasters results to the vulnerability of its host city. A context –based understanding of the impact of the disaster and the elements at risk is essential to identify appropriate risk management strategies. The location of the port within the urban environment, in densely populated area, as in case of Beirut are some of the characteristics of the port cities that can magnify the impact of disasters to which they are prone. The study will focus on a collection of data that records the impact and allows visualisation of the complex patterns of the disaster risk reduction.
The impact caused by the Beirut’s port explosion reminds us about the important role of the ports in their host cities and how fundamental is to identify the port’s infrastructure exposure to hazards and risks. Lessons learned from such event may be useful to reduce disaster risks in the port cities.
How to cite: topalov, S.: Disaster impacts in a port-city; learning from Beirut's Port explosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14560, https://doi.org/10.5194/egusphere-egu21-14560, 2021.
On 4 august 2020, one of the biggest non-nuclear explosions the world has seen in recent times took place in the Port of Beirut. Caused by the detonation of 2,750 tons of ammonium nitrate, inadequate stored in a warehouse in the port, the blast destroyed much of the city’s port and the surrounding infrastructure and severly damaged the dense residential and commercial areas within 5 km of the explosion site. The impact of the explosion, which registered as a 3.3 magnitude earthquake according to the U.S. Geological Survey, was felt as far away as the island of Cyprus.
Athough the event was an technological hazard, the impact of the explosion is similar to a standardised natural disaster.
According to UNDP, a total of 200 000 residential units were affected with an estimated of 40 000 buildings damaged; 200 people lost their lives, around 6 000 individuals were injuried and around 300 000 people were displaced.
Such figure are comparable to other large-scale disasters such as Cyclone Vayu in India, which occured in June 2019 or the displacement caused by the Typhoon Vongfong, in the Philippines.
The frequent increase of the natural disasters puts pressure on the critical infrastructure of the cities. The disruption of the transportation system, which is vital for the sustainable daily operations, are having a big impact on the economical, enviromental and social dimension of a city system. Among the various types of transportation system, ports are a focal point because of its strategic role for the economic growth of cities,regions and global network. In addition, they are nodal points for the social and economical activity of the inhabitants.
Although the ports have played a key role in the development of their host cities, they are also vulnerable to a broad range of risks and threats because of a particular spatial character: the location at the intersection of land and sea.
The study of the Beirut’s Port explosion examines the impact of port failures on the host urban enviroment and the relationship between hazards, vulnerability and the impact. The vulnerability of the port to disasters results to the vulnerability of its host city. A context –based understanding of the impact of the disaster and the elements at risk is essential to identify appropriate risk management strategies. The location of the port within the urban environment, in densely populated area, as in case of Beirut are some of the characteristics of the port cities that can magnify the impact of disasters to which they are prone. The study will focus on a collection of data that records the impact and allows visualisation of the complex patterns of the disaster risk reduction.
The impact caused by the Beirut’s port explosion reminds us about the important role of the ports in their host cities and how fundamental is to identify the port’s infrastructure exposure to hazards and risks. Lessons learned from such event may be useful to reduce disaster risks in the port cities.
How to cite: topalov, S.: Disaster impacts in a port-city; learning from Beirut's Port explosion, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14560, https://doi.org/10.5194/egusphere-egu21-14560, 2021.
EGU21-3049 | vPICO presentations | NH9.8
National-scale assessment of river migration at critical bridge infrastructure in the Philippines using Google Earth EngineRichard Boothroyd, Richard Williams, Trevor Hoey, Pamela Tolentino, and Xiao Yang
River migration represents a geomorphic hazard at sites of critical bridge infrastructure, particularly in rivers where migration rates are high, as in the tropics. In the Philippines, where exposure to flooding and geomorphic risk are considerable, the recent expansion of infrastructural developments warrants quantification of river migration in the vicinity of bridge assets. We analysed publicly available bridge inventory data from the Philippines Department of Public Works and Highways (DPWH) and leveraged freely available satellite imagery in Google Earth Engine (GEE) to assess river migration. Specifically, we extracted active river channel masks of the bankfull extent (including the wetted channel and unvegetated, alluvial deposits) from Landsat products (Landsat 5, 7 and 8) using multi-spectral indices, before identifying river planform adjustments over decadal and engineering (30-year) timescales. For 74 bridges, we calculated similarity coefficients (Jaccard index) to indicate planform (dis)similarity and quantified changes in river channel width using RivWidthCloud.
Monitoring revealed the diversity of river planform adjustment at bridges in the Philippines (including channel migration, contraction, expansion and avulsion). The mean Jaccard index over decadal (0.65) and engineering (0.50) timescales indicated considerable planform adjustment throughout the national-scale inventory. However, planform adjustment and morphological behaviour varied between bridges. Some inventoried bridges were characterised by substantial planform adjustment and river migration, with maximum active channel contraction and expansion over decadal timescales equal to approximately 25% of the active channel width. This represents considerable lateral adjustment and when left unmanaged could pose a substantial geomorphic hazard. However, for other inventoried bridges the planform remained approximately stable and changes in channel width were limited. We suggest that multi-temporal analysis from satellite remote sensing offers a low-cost approach for monitoring the relative risk of river migration at critical bridge infrastructure; the approach can be extended to include other critical infrastructure adjacent to rivers (e.g., road, rail pipelines) and extended elsewhere to other dynamic riverine settings.
How to cite: Boothroyd, R., Williams, R., Hoey, T., Tolentino, P., and Yang, X.: National-scale assessment of river migration at critical bridge infrastructure in the Philippines using Google Earth Engine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3049, https://doi.org/10.5194/egusphere-egu21-3049, 2021.
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River migration represents a geomorphic hazard at sites of critical bridge infrastructure, particularly in rivers where migration rates are high, as in the tropics. In the Philippines, where exposure to flooding and geomorphic risk are considerable, the recent expansion of infrastructural developments warrants quantification of river migration in the vicinity of bridge assets. We analysed publicly available bridge inventory data from the Philippines Department of Public Works and Highways (DPWH) and leveraged freely available satellite imagery in Google Earth Engine (GEE) to assess river migration. Specifically, we extracted active river channel masks of the bankfull extent (including the wetted channel and unvegetated, alluvial deposits) from Landsat products (Landsat 5, 7 and 8) using multi-spectral indices, before identifying river planform adjustments over decadal and engineering (30-year) timescales. For 74 bridges, we calculated similarity coefficients (Jaccard index) to indicate planform (dis)similarity and quantified changes in river channel width using RivWidthCloud.
Monitoring revealed the diversity of river planform adjustment at bridges in the Philippines (including channel migration, contraction, expansion and avulsion). The mean Jaccard index over decadal (0.65) and engineering (0.50) timescales indicated considerable planform adjustment throughout the national-scale inventory. However, planform adjustment and morphological behaviour varied between bridges. Some inventoried bridges were characterised by substantial planform adjustment and river migration, with maximum active channel contraction and expansion over decadal timescales equal to approximately 25% of the active channel width. This represents considerable lateral adjustment and when left unmanaged could pose a substantial geomorphic hazard. However, for other inventoried bridges the planform remained approximately stable and changes in channel width were limited. We suggest that multi-temporal analysis from satellite remote sensing offers a low-cost approach for monitoring the relative risk of river migration at critical bridge infrastructure; the approach can be extended to include other critical infrastructure adjacent to rivers (e.g., road, rail pipelines) and extended elsewhere to other dynamic riverine settings.
How to cite: Boothroyd, R., Williams, R., Hoey, T., Tolentino, P., and Yang, X.: National-scale assessment of river migration at critical bridge infrastructure in the Philippines using Google Earth Engine, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3049, https://doi.org/10.5194/egusphere-egu21-3049, 2021.
EGU21-10111 | vPICO presentations | NH9.8
Analysis of GNSS data along the Southern Gas Corridor and estimate of the expected slowly-cumulating tectonic displacementsGiuliana Rossi, Riccardo Caputo, David Zuliani, Paolo Fabris, Massimiliano Maggini, and Panagiotis Karvelis
Coseismic surface displacements, soil liquefaction effects, and induced landslides are among the most critical issues to be accounted for evaluating the exposure and vulnerability of pipelines. However, tectonic plates and crustal blocks are in an almost continuous relative movement, most pronounced in the narrow zones between tectonic plates, where we observe differential velocities from a few mm to some cm per year. Hence, even without the occurrence of strong earthquakes, a pipeline crossing active tectonic plate boundaries must cope during its lifetime, with remarkable differential motions along its length, due to the interseismic elastic strain-accumulation within the upper crust. Such movements, leading to permanent ground deformation, can distress the pipe and cause operation interruptions, while the anchor points can result in local stress concentrations.
Here, we analyze the Southern Gas Corridor’s final part, a route highlighted in the European Energy Security and Energy Union Strategies. This route, which will be occupied by the TransAdriatic pipeline, crosses one of the world’s most seismically active zones. Our study aims to identify areas where critical differential motions could be expected along the route over the nominal 50-years pipeline-lifespan. We analyzed the available GNSS data and interpolated the sparsely available velocity vectors to have regular information along the pipeline path in two ways. In the first, we considered the region as a continuum; in the second, we applied an original blocky approach. We subdivided the path into segments, characterized by a relatively homogenous deformational behavior, or a specific tectonic setting, independently upon the neighboring ones. We compared the results of the two methods with the input observation. We calculated the maximum displacement that would cumulate in the next 50 years and the differential displacements that could cause possible critical bending to the pipeline structure. The approach followed in this research could be applied to other infrastructures to identify the segments prone to localized deformation because of interseismic tectonic loading.
The work was done within the Trans Adriatic Pipeline Seismological Investigation RfP Seismic Hazard Assessment Evaluation for E.ON New Build & Technology GmbH. We thank Dario Slejko and the other project partners for valuable information, data, advice, and fruitful discussions. For our GIS-based strain velocity system, we used Quantum GIS (QGIS), a user-friendly Open Source Geographic Information System (GIS) licensed under the GNU General Public License (https://hub.qgis.org/). For the interpolation, we used the function TriScatteredInterp from MATLAB® library (MATLAB R2011a).
How to cite: Rossi, G., Caputo, R., Zuliani, D., Fabris, P., Maggini, M., and Karvelis, P.: Analysis of GNSS data along the Southern Gas Corridor and estimate of the expected slowly-cumulating tectonic displacements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10111, https://doi.org/10.5194/egusphere-egu21-10111, 2021.
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Coseismic surface displacements, soil liquefaction effects, and induced landslides are among the most critical issues to be accounted for evaluating the exposure and vulnerability of pipelines. However, tectonic plates and crustal blocks are in an almost continuous relative movement, most pronounced in the narrow zones between tectonic plates, where we observe differential velocities from a few mm to some cm per year. Hence, even without the occurrence of strong earthquakes, a pipeline crossing active tectonic plate boundaries must cope during its lifetime, with remarkable differential motions along its length, due to the interseismic elastic strain-accumulation within the upper crust. Such movements, leading to permanent ground deformation, can distress the pipe and cause operation interruptions, while the anchor points can result in local stress concentrations.
Here, we analyze the Southern Gas Corridor’s final part, a route highlighted in the European Energy Security and Energy Union Strategies. This route, which will be occupied by the TransAdriatic pipeline, crosses one of the world’s most seismically active zones. Our study aims to identify areas where critical differential motions could be expected along the route over the nominal 50-years pipeline-lifespan. We analyzed the available GNSS data and interpolated the sparsely available velocity vectors to have regular information along the pipeline path in two ways. In the first, we considered the region as a continuum; in the second, we applied an original blocky approach. We subdivided the path into segments, characterized by a relatively homogenous deformational behavior, or a specific tectonic setting, independently upon the neighboring ones. We compared the results of the two methods with the input observation. We calculated the maximum displacement that would cumulate in the next 50 years and the differential displacements that could cause possible critical bending to the pipeline structure. The approach followed in this research could be applied to other infrastructures to identify the segments prone to localized deformation because of interseismic tectonic loading.
The work was done within the Trans Adriatic Pipeline Seismological Investigation RfP Seismic Hazard Assessment Evaluation for E.ON New Build & Technology GmbH. We thank Dario Slejko and the other project partners for valuable information, data, advice, and fruitful discussions. For our GIS-based strain velocity system, we used Quantum GIS (QGIS), a user-friendly Open Source Geographic Information System (GIS) licensed under the GNU General Public License (https://hub.qgis.org/). For the interpolation, we used the function TriScatteredInterp from MATLAB® library (MATLAB R2011a).
How to cite: Rossi, G., Caputo, R., Zuliani, D., Fabris, P., Maggini, M., and Karvelis, P.: Analysis of GNSS data along the Southern Gas Corridor and estimate of the expected slowly-cumulating tectonic displacements, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10111, https://doi.org/10.5194/egusphere-egu21-10111, 2021.
EGU21-13050 | vPICO presentations | NH9.8
Long-term structural monitoring of multi-story RC structures, based on data extracted from ambient noise and earthquake vibrationsAlexandru Tiganescu, Bogdan Grecu, Iolanda-Gabriela Craifaleanu, Dragos Toma-Danila, and Stefan-Florin Balan
The impact of natural hazards on structures and infrastructures is a critical issue that needs to be properly addressed by both public and private entities. To better cope with seismic hazard and to mitigate the risk, long-term multi-sensor infrastructure monitoring represents a useful tool for acquiring information on their condition and vulnerability. However, the current increasing data volume collected using sensors is not suitable to be processed with classical standalone methods. Thus, automatic algorithms and decision-making frameworks should be developed to use this data, with minimum intervention from human operators. A case-study for the application of advanced methods is focused on the headquarters of the Institute for Atomic Physics, a 11-story reinforced concrete building, located near Bucharest, Romania. The instrumentation scheme consists of accelerometers installed at the basement, at an intermediate floor and at the top of the structure. The data were continuously recorded, starting with December 2013. More than 80 seismic events with moment magnitude, MW, larger than 3.8 were recorded during the monitoring period. The current study covers the long-term evolution and variation of dynamic parameters (one value per hour), based on both ambient noise sources and small and medium magnitude seismic events. The seasonal variation of these parameters will be determined, as well as their daily variation and the differences between values obtained from ambient noise and from earthquake-induced vibrations. Other atmospheric parameters (e.g. temperature, precipitation, wind speed) will be considered in future studies. The goal of the PREVENT project, in the framework of which the research is performed, is to collect multi-disciplinary data and to integrate them into a complex monitoring system. The current study achieved the first step, focusing on data from the seismic sensors and setting up the premises for a multi-sensor, multi-parameter, more reliable infrastructure monitoring system.
How to cite: Tiganescu, A., Grecu, B., Craifaleanu, I.-G., Toma-Danila, D., and Balan, S.-F.: Long-term structural monitoring of multi-story RC structures, based on data extracted from ambient noise and earthquake vibrations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13050, https://doi.org/10.5194/egusphere-egu21-13050, 2021.
The impact of natural hazards on structures and infrastructures is a critical issue that needs to be properly addressed by both public and private entities. To better cope with seismic hazard and to mitigate the risk, long-term multi-sensor infrastructure monitoring represents a useful tool for acquiring information on their condition and vulnerability. However, the current increasing data volume collected using sensors is not suitable to be processed with classical standalone methods. Thus, automatic algorithms and decision-making frameworks should be developed to use this data, with minimum intervention from human operators. A case-study for the application of advanced methods is focused on the headquarters of the Institute for Atomic Physics, a 11-story reinforced concrete building, located near Bucharest, Romania. The instrumentation scheme consists of accelerometers installed at the basement, at an intermediate floor and at the top of the structure. The data were continuously recorded, starting with December 2013. More than 80 seismic events with moment magnitude, MW, larger than 3.8 were recorded during the monitoring period. The current study covers the long-term evolution and variation of dynamic parameters (one value per hour), based on both ambient noise sources and small and medium magnitude seismic events. The seasonal variation of these parameters will be determined, as well as their daily variation and the differences between values obtained from ambient noise and from earthquake-induced vibrations. Other atmospheric parameters (e.g. temperature, precipitation, wind speed) will be considered in future studies. The goal of the PREVENT project, in the framework of which the research is performed, is to collect multi-disciplinary data and to integrate them into a complex monitoring system. The current study achieved the first step, focusing on data from the seismic sensors and setting up the premises for a multi-sensor, multi-parameter, more reliable infrastructure monitoring system.
How to cite: Tiganescu, A., Grecu, B., Craifaleanu, I.-G., Toma-Danila, D., and Balan, S.-F.: Long-term structural monitoring of multi-story RC structures, based on data extracted from ambient noise and earthquake vibrations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13050, https://doi.org/10.5194/egusphere-egu21-13050, 2021.
EGU21-3290 | vPICO presentations | NH9.8
Debris flow impacts on infrastructure: analyzing the database of accidentsElena Petrova
The presentation considers natural-technological accidents that were triggered by the impacts of debris flows on infrastructure facilities. As input data, the information collected in the author's database of natural-technological accidents and emergencies that occurred in the Russian Federation from 1991 to 2020 was used. Based on the statistical and geographical analysis of the data, the main types of natural-technological accidents caused by the impact of debris flows have been identified. Various linear structures are mostly exposed to the debris flows. The most vulnerable to the debris flow impacts are facilities of the transportation infrastructure, as well as power lines, pipelines, and other lines of communication. During the above period under consideration, road and railway accidents, traffic disruptions, accidents in power, warm, water, and gas supply systems caused by debris flows were registered in the database. Natural-technological accidents and emergencies due to debris flow impacts on the infrastructure were recorded in the Far East of the Russian Federation including Sakhalin and Magadan Regions, and Primorsky Territory, as well as in the Republics and Territories of the North Caucasus. The long-term average frequency of their occurrences was estimated; their seasonal distribution was investigated. The proportion of natural-technological accidents caused by the impact of debris flows, in the total number of events caused by other adverse and hazardous natural processes and phenomena, is relatively small. However, the potential danger of such impacts must be taken into account when constructing transportation and other lines of communications, especially in areas of increased risk of debris flows.
How to cite: Petrova, E.: Debris flow impacts on infrastructure: analyzing the database of accidents , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3290, https://doi.org/10.5194/egusphere-egu21-3290, 2021.
The presentation considers natural-technological accidents that were triggered by the impacts of debris flows on infrastructure facilities. As input data, the information collected in the author's database of natural-technological accidents and emergencies that occurred in the Russian Federation from 1991 to 2020 was used. Based on the statistical and geographical analysis of the data, the main types of natural-technological accidents caused by the impact of debris flows have been identified. Various linear structures are mostly exposed to the debris flows. The most vulnerable to the debris flow impacts are facilities of the transportation infrastructure, as well as power lines, pipelines, and other lines of communication. During the above period under consideration, road and railway accidents, traffic disruptions, accidents in power, warm, water, and gas supply systems caused by debris flows were registered in the database. Natural-technological accidents and emergencies due to debris flow impacts on the infrastructure were recorded in the Far East of the Russian Federation including Sakhalin and Magadan Regions, and Primorsky Territory, as well as in the Republics and Territories of the North Caucasus. The long-term average frequency of their occurrences was estimated; their seasonal distribution was investigated. The proportion of natural-technological accidents caused by the impact of debris flows, in the total number of events caused by other adverse and hazardous natural processes and phenomena, is relatively small. However, the potential danger of such impacts must be taken into account when constructing transportation and other lines of communications, especially in areas of increased risk of debris flows.
How to cite: Petrova, E.: Debris flow impacts on infrastructure: analyzing the database of accidents , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3290, https://doi.org/10.5194/egusphere-egu21-3290, 2021.
EGU21-7718 | vPICO presentations | NH9.8
Qualitative analysis of the impact of mass movements on the alpine hiking infrastructureFlorian Albrecht, Daniel Hölbling, Lorena Abad, Zahra Dabiri, Gabriela Scheierl, Tobias Hipp, Hannes Resch, Gernot Resch, and Gerald Reischenböck
The hiking infrastructure of trails and huts is a strong asset for summer tourism in the Austrian Alps. However, this infrastructure is prone to different types of mass movements, such as rainfall-induced shallow landslides, debris flows and rockfalls, that potentially block the access to mountain huts and hiking routes for weeks or even months. Thus, alpine infrastructure management has an increased need for information about mass movements that affect trails.
The project MontEO ("The impact of mass movements on alpine trails and huts assessed by Earth observation (EO) data") aims for a better understanding of the diverse impacts of mass movements on the alpine infrastructure and the related efforts for infrastructure management and maintenance, by mass movement mapping and susceptibility modelling. We performed a user requirements analysis that identified relevant stakeholders and pinpointed both user needs and requirements for information about mass movement impact on alpine infrastructure. Semi-structured interviews with trail keepers and other stakeholders revealed information about the relevance of the topic for the respective organisation, the role of the interviewed person within the organisation and the experiences and tasks that relate to mass movements.
Our preliminary results identified sections of alpine associations, tourism associations, and alpine farmers as the main stakeholders that assume responsibility for operating the trails. The interviews with trail keepers, alpine association officials and professional trail builders indicated that they consider information on mass movement particularly valuable for mid- to long-term planning of maintenance efforts and revisions, as well as for the construction of new and the re-location of existing trails. Damage due to mass movements is mainly relevant in high alpine regions and in locations where terrain and environmental conditions favour them. An example of how mass movements can affect infrastructure is a rockfall damaging safety ropes and feeding a scree that becomes a source for debris flows covering the existing path. Resulting maintenance efforts include the restoration of a debris-covered trail and the re-installation of safety ropes along the trail by a skilled builder with heavy equipment. If situated in a heavily affected region, the frequency of damage from mass movements may render the trail too costly to maintain. Either it needs to be relocated to a new route in less landslide-prone terrain or it has to be given up entirely.
Currently, we are in the process of mapping mass movements with optical and radar satellite data in four Austrian study areas. Combining the mass movement mapping and susceptibility modelling results with estimated efforts for trail maintenance will enable the detailed assessment of the mass movement impact for an entire area of responsibility of the section of an alpine association. If the validation with stakeholders proves that the impact assessment can be used in strategic trail management or the planning of maintenance activities, the MontEO project will result in a safer alpine infrastructure and an increased value for the tourism industry.
How to cite: Albrecht, F., Hölbling, D., Abad, L., Dabiri, Z., Scheierl, G., Hipp, T., Resch, H., Resch, G., and Reischenböck, G.: Qualitative analysis of the impact of mass movements on the alpine hiking infrastructure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7718, https://doi.org/10.5194/egusphere-egu21-7718, 2021.
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The hiking infrastructure of trails and huts is a strong asset for summer tourism in the Austrian Alps. However, this infrastructure is prone to different types of mass movements, such as rainfall-induced shallow landslides, debris flows and rockfalls, that potentially block the access to mountain huts and hiking routes for weeks or even months. Thus, alpine infrastructure management has an increased need for information about mass movements that affect trails.
The project MontEO ("The impact of mass movements on alpine trails and huts assessed by Earth observation (EO) data") aims for a better understanding of the diverse impacts of mass movements on the alpine infrastructure and the related efforts for infrastructure management and maintenance, by mass movement mapping and susceptibility modelling. We performed a user requirements analysis that identified relevant stakeholders and pinpointed both user needs and requirements for information about mass movement impact on alpine infrastructure. Semi-structured interviews with trail keepers and other stakeholders revealed information about the relevance of the topic for the respective organisation, the role of the interviewed person within the organisation and the experiences and tasks that relate to mass movements.
Our preliminary results identified sections of alpine associations, tourism associations, and alpine farmers as the main stakeholders that assume responsibility for operating the trails. The interviews with trail keepers, alpine association officials and professional trail builders indicated that they consider information on mass movement particularly valuable for mid- to long-term planning of maintenance efforts and revisions, as well as for the construction of new and the re-location of existing trails. Damage due to mass movements is mainly relevant in high alpine regions and in locations where terrain and environmental conditions favour them. An example of how mass movements can affect infrastructure is a rockfall damaging safety ropes and feeding a scree that becomes a source for debris flows covering the existing path. Resulting maintenance efforts include the restoration of a debris-covered trail and the re-installation of safety ropes along the trail by a skilled builder with heavy equipment. If situated in a heavily affected region, the frequency of damage from mass movements may render the trail too costly to maintain. Either it needs to be relocated to a new route in less landslide-prone terrain or it has to be given up entirely.
Currently, we are in the process of mapping mass movements with optical and radar satellite data in four Austrian study areas. Combining the mass movement mapping and susceptibility modelling results with estimated efforts for trail maintenance will enable the detailed assessment of the mass movement impact for an entire area of responsibility of the section of an alpine association. If the validation with stakeholders proves that the impact assessment can be used in strategic trail management or the planning of maintenance activities, the MontEO project will result in a safer alpine infrastructure and an increased value for the tourism industry.
How to cite: Albrecht, F., Hölbling, D., Abad, L., Dabiri, Z., Scheierl, G., Hipp, T., Resch, H., Resch, G., and Reischenböck, G.: Qualitative analysis of the impact of mass movements on the alpine hiking infrastructure, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-7718, https://doi.org/10.5194/egusphere-egu21-7718, 2021.
EGU21-1075 | vPICO presentations | NH9.8
Nature based solutions against environmental risks: biodegradable geosyntheticsMagdalena Bostenaru and Maria Bostenaru Dan
Landslides threaten transportation ways infrastructure, ex. after deforestation. Geotextiles on mountain sites were observed in France, including at the COST action TU1401 "Renewable energy and landscape quality" (COST RELY) final conference which at the UNESCO geoheritage of Chaîne des Puys (Pidon et al, 2016), presented in the EGU geoheritage sessions as well. This paper presents research on biodegradable geosynthetics which are also able to stabilise ground in a different large scale setting after laboratory setting. The large scale setting is stabilisation of flying ash at the thermo power of Mintia and Doicesti in Romania (Siminea and Bostenaru, 2008, Bostenaru et al, 2010), right before closure. Nature based solutions gained attention in the last decade and the blue-green infrastructure approach is reevaluated in this presentation. Preda (2011) dealt with the degradation of soil in these two locations. Pleasea (2011) dealt with how to reactivate the industrial rural area of the Doicesti thermal power as alternative to demolition, which however happened late 2020. The location of both Mintia and Doicesti is examined also from the point of view of the vicinities (the former court archeological remains in Doicesti and the neighbouring Targoviste and the castle ruins and Modernist architecture in Deva near which Mintia is). Another reevaluation is the turn towards renewable energy (see COST RELY). With this turn thermopower, one of the most important in Romania along with hydropower which has been examined in the action, needs to be rethought. The IBA Emscher Park (Shaw, 2002, Bostenaru, 2007) in the Ruhr area in Germany was a participative large scale retrofit in the 1990s of a former coal mining region and therefore the high tech renewable energy among converted industry buildings, some of which UNESCO heritage. Experience in urban renewal of industrial buildings in Germany will be compared with success stories in water industry connected to slope greening at the water works in Suceava.
References:
Bostenaru Dan, M. (2007): Von den Partizipationsmodellen der 70er Jahre zu Kommunikationsformen Ende des XXten Jahrhunderts in Architektur und Städtebau, Cuvillier, Göttingen.
Bostenaru M., Siminea I., Bostenaru Dan M. (2010): Use of geotextiles for mitigation of the effects of man-made hazards such as greening of waste deposits in frame of the conversion of industrial areas, Geophysical Research Abstracts 12, EGU2010-13293.
Pidon A., Niemiec D., Sabourault P. (2016): Mise en sécurité d’un dépôt de résidus detraitement de minerai de plomb-argentifère, Pontgibaud, Auvergne. Journées Nationalesde Géotechnique et de Géologie de l’Ingénieur, Nancy, France
Plesea, S. M. (2019): Potentialul zonelor industriale abandonate in context rural, master dissertation, "Ion Mincu" University of Architecture and Urbanism.
Preda C.-E. (2011): Impactul poluantilor produsi de termocentralele pe carbune asupra solurilor. Studii de caz: termocentralele Doicesti, Rovinari si Mintia, doctoral dissertation, University of Bucharest, Faculty of Geography.
Siminea I., Bostenaru M. (2008): Biodegradable geocomposite a material for the future,to be applied in slope protection and recovery of waste dumps, Scientific Bulletin of“Politehnica” University of Timişoara, Romania Transactions on Hydrotehnics 53/67(1), pp. 75-78
Shaw, R. (2002): The International Building Exhibition (IBA) Emscher Park, Germany:A Model for Sustainable Restructuring?, European Planning Studies, 10(1), pp. 77-97
How to cite: Bostenaru, M. and Bostenaru Dan, M.: Nature based solutions against environmental risks: biodegradable geosynthetics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1075, https://doi.org/10.5194/egusphere-egu21-1075, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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Landslides threaten transportation ways infrastructure, ex. after deforestation. Geotextiles on mountain sites were observed in France, including at the COST action TU1401 "Renewable energy and landscape quality" (COST RELY) final conference which at the UNESCO geoheritage of Chaîne des Puys (Pidon et al, 2016), presented in the EGU geoheritage sessions as well. This paper presents research on biodegradable geosynthetics which are also able to stabilise ground in a different large scale setting after laboratory setting. The large scale setting is stabilisation of flying ash at the thermo power of Mintia and Doicesti in Romania (Siminea and Bostenaru, 2008, Bostenaru et al, 2010), right before closure. Nature based solutions gained attention in the last decade and the blue-green infrastructure approach is reevaluated in this presentation. Preda (2011) dealt with the degradation of soil in these two locations. Pleasea (2011) dealt with how to reactivate the industrial rural area of the Doicesti thermal power as alternative to demolition, which however happened late 2020. The location of both Mintia and Doicesti is examined also from the point of view of the vicinities (the former court archeological remains in Doicesti and the neighbouring Targoviste and the castle ruins and Modernist architecture in Deva near which Mintia is). Another reevaluation is the turn towards renewable energy (see COST RELY). With this turn thermopower, one of the most important in Romania along with hydropower which has been examined in the action, needs to be rethought. The IBA Emscher Park (Shaw, 2002, Bostenaru, 2007) in the Ruhr area in Germany was a participative large scale retrofit in the 1990s of a former coal mining region and therefore the high tech renewable energy among converted industry buildings, some of which UNESCO heritage. Experience in urban renewal of industrial buildings in Germany will be compared with success stories in water industry connected to slope greening at the water works in Suceava.
References:
Bostenaru Dan, M. (2007): Von den Partizipationsmodellen der 70er Jahre zu Kommunikationsformen Ende des XXten Jahrhunderts in Architektur und Städtebau, Cuvillier, Göttingen.
Bostenaru M., Siminea I., Bostenaru Dan M. (2010): Use of geotextiles for mitigation of the effects of man-made hazards such as greening of waste deposits in frame of the conversion of industrial areas, Geophysical Research Abstracts 12, EGU2010-13293.
Pidon A., Niemiec D., Sabourault P. (2016): Mise en sécurité d’un dépôt de résidus detraitement de minerai de plomb-argentifère, Pontgibaud, Auvergne. Journées Nationalesde Géotechnique et de Géologie de l’Ingénieur, Nancy, France
Plesea, S. M. (2019): Potentialul zonelor industriale abandonate in context rural, master dissertation, "Ion Mincu" University of Architecture and Urbanism.
Preda C.-E. (2011): Impactul poluantilor produsi de termocentralele pe carbune asupra solurilor. Studii de caz: termocentralele Doicesti, Rovinari si Mintia, doctoral dissertation, University of Bucharest, Faculty of Geography.
Siminea I., Bostenaru M. (2008): Biodegradable geocomposite a material for the future,to be applied in slope protection and recovery of waste dumps, Scientific Bulletin of“Politehnica” University of Timişoara, Romania Transactions on Hydrotehnics 53/67(1), pp. 75-78
Shaw, R. (2002): The International Building Exhibition (IBA) Emscher Park, Germany:A Model for Sustainable Restructuring?, European Planning Studies, 10(1), pp. 77-97
How to cite: Bostenaru, M. and Bostenaru Dan, M.: Nature based solutions against environmental risks: biodegradable geosynthetics, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1075, https://doi.org/10.5194/egusphere-egu21-1075, 2021.
EGU21-14793 | vPICO presentations | NH9.8
A comparative literature review of the methodologies to evaluate risk of NaTech disasters and Critical Infrastructure affected by natural hazardMargherita D'Ayala, Riccardo Giusti, Marcello Arosio, and Mario Martina
In a climate change framework extreme natural events are going to occur more frequently and intensively as a result of global warming. Therefore, the effects and consequences of climate-related natural hazards, such as flooding, heatwaves, drought, landslides and others, have the potential to become more disastrous and extensive. Consequences of such events are of particular concern considering that today’s societies are interconnected in complex and dynamic socio-technological networks and, hence, dependent more than before on Critical Infrastructures (CI) systems (such as transport, energy, water, ICT systems, etc.). Furthermore, there are also events of Natural Hazards Trigger Technological Disasters (also known as NaTech events), whereby an industrial accident caused by a natural event could affect people, the environment, and other facilities and systems. This work reviews studies in the fields of risk assessment of CI systems affected by natural hazards and NaTech events.
This study identifies and classifies: the methodologies applied (qualitative or quantitative), the type of infrastructures exposed (transport, electricity, oil, gas, water and waste water and telecommunications systems, industrial or nuclear plant) and hazard considered (flood, earthquake, lighting, landslide, avalanche, storm surge, heat and cold waves, wind), the scale of application and the level of spatial resolution.
The work provides a comparison of the scientific studies, the objectives and analysis methods to assess risk employed in the fields of CI systems and NaTech events in order to highlight similarities and differences and to guide the most suitable approach for each application case.
How to cite: D'Ayala, M., Giusti, R., Arosio, M., and Martina, M.: A comparative literature review of the methodologies to evaluate risk of NaTech disasters and Critical Infrastructure affected by natural hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14793, https://doi.org/10.5194/egusphere-egu21-14793, 2021.
In a climate change framework extreme natural events are going to occur more frequently and intensively as a result of global warming. Therefore, the effects and consequences of climate-related natural hazards, such as flooding, heatwaves, drought, landslides and others, have the potential to become more disastrous and extensive. Consequences of such events are of particular concern considering that today’s societies are interconnected in complex and dynamic socio-technological networks and, hence, dependent more than before on Critical Infrastructures (CI) systems (such as transport, energy, water, ICT systems, etc.). Furthermore, there are also events of Natural Hazards Trigger Technological Disasters (also known as NaTech events), whereby an industrial accident caused by a natural event could affect people, the environment, and other facilities and systems. This work reviews studies in the fields of risk assessment of CI systems affected by natural hazards and NaTech events.
This study identifies and classifies: the methodologies applied (qualitative or quantitative), the type of infrastructures exposed (transport, electricity, oil, gas, water and waste water and telecommunications systems, industrial or nuclear plant) and hazard considered (flood, earthquake, lighting, landslide, avalanche, storm surge, heat and cold waves, wind), the scale of application and the level of spatial resolution.
The work provides a comparison of the scientific studies, the objectives and analysis methods to assess risk employed in the fields of CI systems and NaTech events in order to highlight similarities and differences and to guide the most suitable approach for each application case.
How to cite: D'Ayala, M., Giusti, R., Arosio, M., and Martina, M.: A comparative literature review of the methodologies to evaluate risk of NaTech disasters and Critical Infrastructure affected by natural hazard, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14793, https://doi.org/10.5194/egusphere-egu21-14793, 2021.
EGU21-14663 | vPICO presentations | NH9.8
Shield wires effect on GICs in Portuguese power network and design of an instrument to monitor GICs in the transformer neutralsRute Santos, João Cardoso, M. Alexandra Pais, Miguel Silva, Joana Alves Ribeiro, and Fernando J. G. Pinheiro
Geomagnetically Induced Currents (GICs) are the result of rapid variations in the Earth's geomagnetic field and of the finite conductivity of the Earth. Along grounded conducting structures such as the power grids, the induced electric field drives electric currents in closed circuits. Extreme values of GICs can be a threat to the normal operation of the power system. So, there is an increasing interest in the study of the GICs’ risk and the first step to take is the numerical modelling. In order to model GICs, different factors/parameters must be considered, as the distribution of conductivity, laterally and in depth and characteristics of the different components of the network. These include the values of the different resistances in the power network, the types of transformers and also the transmission path for the GICs. Shield wires represent possible paths for GIC currents. In this study the influence of shield wires on GICs in power systems is modelled. Tests were done using realistic values for the circuit parameters provided by the Portuguese high voltage power network company (REN).
The MAG-GIC (Geomagnetically induced currents in Portugal mainland) project has already produced GIC simulations for the South of Portugal. However, there are still no direct records of GICs in the electrical transmission network to validate that model. This study also encompasses the task of producing a measuring instrument to monitor GICs in the neutral of a given transformer. Such an instrument can provide for the measurement and recording of quasi-DC currents with Hall current sensors, with high resolution. It is targeted to operate remotely over a time interval of several months while being minimally invasive to the power transformer (PT). The system relies on LEM high sensitivity closed loop Hall effect current sensors and it is built over a Raspberry Pi 4 Model B platform with a high resolution digitizer (24 bits) expansion board (Waveshare AD/DA). The system also includes temperature monitoring for offset correction. Recorded data are locally stored on a database (InfluxDB) and a wifi interface allows rapid long term trend visualization through a customized dashboard (Grafana).
How to cite: Santos, R., Cardoso, J., Pais, M. A., Silva, M., Alves Ribeiro, J., and J. G. Pinheiro, F.: Shield wires effect on GICs in Portuguese power network and design of an instrument to monitor GICs in the transformer neutrals, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14663, https://doi.org/10.5194/egusphere-egu21-14663, 2021.
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Geomagnetically Induced Currents (GICs) are the result of rapid variations in the Earth's geomagnetic field and of the finite conductivity of the Earth. Along grounded conducting structures such as the power grids, the induced electric field drives electric currents in closed circuits. Extreme values of GICs can be a threat to the normal operation of the power system. So, there is an increasing interest in the study of the GICs’ risk and the first step to take is the numerical modelling. In order to model GICs, different factors/parameters must be considered, as the distribution of conductivity, laterally and in depth and characteristics of the different components of the network. These include the values of the different resistances in the power network, the types of transformers and also the transmission path for the GICs. Shield wires represent possible paths for GIC currents. In this study the influence of shield wires on GICs in power systems is modelled. Tests were done using realistic values for the circuit parameters provided by the Portuguese high voltage power network company (REN).
The MAG-GIC (Geomagnetically induced currents in Portugal mainland) project has already produced GIC simulations for the South of Portugal. However, there are still no direct records of GICs in the electrical transmission network to validate that model. This study also encompasses the task of producing a measuring instrument to monitor GICs in the neutral of a given transformer. Such an instrument can provide for the measurement and recording of quasi-DC currents with Hall current sensors, with high resolution. It is targeted to operate remotely over a time interval of several months while being minimally invasive to the power transformer (PT). The system relies on LEM high sensitivity closed loop Hall effect current sensors and it is built over a Raspberry Pi 4 Model B platform with a high resolution digitizer (24 bits) expansion board (Waveshare AD/DA). The system also includes temperature monitoring for offset correction. Recorded data are locally stored on a database (InfluxDB) and a wifi interface allows rapid long term trend visualization through a customized dashboard (Grafana).
How to cite: Santos, R., Cardoso, J., Pais, M. A., Silva, M., Alves Ribeiro, J., and J. G. Pinheiro, F.: Shield wires effect on GICs in Portuguese power network and design of an instrument to monitor GICs in the transformer neutrals, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14663, https://doi.org/10.5194/egusphere-egu21-14663, 2021.
EGU21-945 | vPICO presentations | NH9.8
Critical infrastructures in a multi-hazard environment: identifying globally consistent heuristics to model interdependenciesEvelyn Mühlhofer, David N. Bresch, and Elco Koks
Critical infrastructures (CIs) such as powerlines, road & rail transport, and telecommunications are networked systems, through which disruptions, for instance from natural hazards, may propagate far beyond their initial incidence.
There is, however, a gap when it comes to identifying how CIs interdepend on each other (such as water for cooling power generators, and electricity for powering water pumps), and how their joint system-of-systems (SOS) character can amplify possible consequences. Anecdotal evidence on such behaviour is frequently derived from artificially generated or locally constrained cases with few CIs under consideration. A full picture of CISOS risks throughout greater geographies is absent.
This research project aims to contribute to a more consistent view on natural hazard risks from CI interdependencies by
- systematically identifying and deriving interdependency heuristics between a range of CIs,
- transferring those interdependency heuristics to a network model based on real-world, spatially explicit open-source CI data,
- combining this CISOS network layer with an open-source global risk modelling platform, CLIMADA (Aznar-Siguan, G. & Bresch, D. N. 2019), to allow for globally consistent impact calculations from a range of natural hazard scenarios.
I will give first insights on the trade-offs between identified CI interdependencies, real-world data constraints and generalisability of a CISOS modelling approach across national scales. I will also present opportunities from combining the networked layer with the risk modelling platform CLIMADA for studying CISOS disruptions in a multi-hazard space, and possible extensions to social impacts and basic service disruptions.
How to cite: Mühlhofer, E., Bresch, D. N., and Koks, E.: Critical infrastructures in a multi-hazard environment: identifying globally consistent heuristics to model interdependencies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-945, https://doi.org/10.5194/egusphere-egu21-945, 2021.
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Critical infrastructures (CIs) such as powerlines, road & rail transport, and telecommunications are networked systems, through which disruptions, for instance from natural hazards, may propagate far beyond their initial incidence.
There is, however, a gap when it comes to identifying how CIs interdepend on each other (such as water for cooling power generators, and electricity for powering water pumps), and how their joint system-of-systems (SOS) character can amplify possible consequences. Anecdotal evidence on such behaviour is frequently derived from artificially generated or locally constrained cases with few CIs under consideration. A full picture of CISOS risks throughout greater geographies is absent.
This research project aims to contribute to a more consistent view on natural hazard risks from CI interdependencies by
- systematically identifying and deriving interdependency heuristics between a range of CIs,
- transferring those interdependency heuristics to a network model based on real-world, spatially explicit open-source CI data,
- combining this CISOS network layer with an open-source global risk modelling platform, CLIMADA (Aznar-Siguan, G. & Bresch, D. N. 2019), to allow for globally consistent impact calculations from a range of natural hazard scenarios.
I will give first insights on the trade-offs between identified CI interdependencies, real-world data constraints and generalisability of a CISOS modelling approach across national scales. I will also present opportunities from combining the networked layer with the risk modelling platform CLIMADA for studying CISOS disruptions in a multi-hazard space, and possible extensions to social impacts and basic service disruptions.
How to cite: Mühlhofer, E., Bresch, D. N., and Koks, E.: Critical infrastructures in a multi-hazard environment: identifying globally consistent heuristics to model interdependencies, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-945, https://doi.org/10.5194/egusphere-egu21-945, 2021.
EGU21-1021 | vPICO presentations | NH9.8
Natural disasters and architecture: the 2016 Venice Architecture Biennale "Reporting from the front"Maria Bostenaru Dan
Napoleon founded, after drainage and demolition, the Giardini in Venice, which in the 19th century (1985 first edition) started to be the ground for the Venice Biennale. Pavillions were built for different countries, after the model of World Exhibitions. The Venice Biennale was at the begin an art exhibition. Since 1975 the Art Biennale takes place alternatively with the architecture Biennale, each of them every two years. In 2016, the 15th Architecture Biennale was curated by Alejandro Aravena and had the title "Reporting from the front". The Biennale features central pavillions at the Giardini and at the Arsenale (a younger extension), and in the free spaces, and also 61 national pavillions. Google Arts and Culture archived the Biennale 2016 as a museum and it can be consulted also afterwards by anyone. Among others, it called for contributions presenting how architecture is dealing with natural disasters. The overall call and interdependence between natural disasters mitigation and sustainability will be presented. The response to the call was mainly approaching man-made disasters, but also installations on climate change dedicated museums or on disaster resistant infrastructure by Marte architects. The curator himself received 2016 the Pritzker prize, the most prestigious one for architecture, among others for acclaimed work in reconstructing 2010 after an earthquake and tsunami in Chile, using participatory means. Participatory means have an important footprint at the Biennale. 2006 already the USA presented at the Biennale in their Pavillion dealing with the aftermath of Kathrina.
The contribution at the EGU will compare this approach with the latest developments in participatory approaches to disaster management, also approached in other research works of the author (ex. NHESS publication from 2004, present in the encyclopedia entry), and of dedicated associations (ex. i-REC). It is an endeavour of the contribution of the author to show how architecture and urban planning can contribute to disaster mitigation, also in this session. The author visited the 2016 Venice Architecture Biennale and will report a first hand experience with artistic presentation of the approach to disasters.
How to cite: Bostenaru Dan, M.: Natural disasters and architecture: the 2016 Venice Architecture Biennale "Reporting from the front", EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1021, https://doi.org/10.5194/egusphere-egu21-1021, 2021.
Napoleon founded, after drainage and demolition, the Giardini in Venice, which in the 19th century (1985 first edition) started to be the ground for the Venice Biennale. Pavillions were built for different countries, after the model of World Exhibitions. The Venice Biennale was at the begin an art exhibition. Since 1975 the Art Biennale takes place alternatively with the architecture Biennale, each of them every two years. In 2016, the 15th Architecture Biennale was curated by Alejandro Aravena and had the title "Reporting from the front". The Biennale features central pavillions at the Giardini and at the Arsenale (a younger extension), and in the free spaces, and also 61 national pavillions. Google Arts and Culture archived the Biennale 2016 as a museum and it can be consulted also afterwards by anyone. Among others, it called for contributions presenting how architecture is dealing with natural disasters. The overall call and interdependence between natural disasters mitigation and sustainability will be presented. The response to the call was mainly approaching man-made disasters, but also installations on climate change dedicated museums or on disaster resistant infrastructure by Marte architects. The curator himself received 2016 the Pritzker prize, the most prestigious one for architecture, among others for acclaimed work in reconstructing 2010 after an earthquake and tsunami in Chile, using participatory means. Participatory means have an important footprint at the Biennale. 2006 already the USA presented at the Biennale in their Pavillion dealing with the aftermath of Kathrina.
The contribution at the EGU will compare this approach with the latest developments in participatory approaches to disaster management, also approached in other research works of the author (ex. NHESS publication from 2004, present in the encyclopedia entry), and of dedicated associations (ex. i-REC). It is an endeavour of the contribution of the author to show how architecture and urban planning can contribute to disaster mitigation, also in this session. The author visited the 2016 Venice Architecture Biennale and will report a first hand experience with artistic presentation of the approach to disasters.
How to cite: Bostenaru Dan, M.: Natural disasters and architecture: the 2016 Venice Architecture Biennale "Reporting from the front", EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1021, https://doi.org/10.5194/egusphere-egu21-1021, 2021.
EGU21-8197 | vPICO presentations | NH9.8
Gridded Harmonized Dataset for the Spatial Location of the Global Critical Infrastructure NetworkSadhana Nirandjan, Elco Koks, Philip Ward, and Jeroen Aerts
Critical infrastructure (CI) is fundamental for the functioning of a society and forms the backbone for socio-economic development. Natural hazards, however, pose a major threat to CI. The destruction of CI, and the disruption of essential services they provide may hamper societies and economies. Moreover, the overall risk for CI is expected to rise. This is due climate change (i.e. intensification and more frequent hazards), and socio-economic development (i.e. increase in the amount and value of CI).
Building sustainable and resilient infrastructure is a key to reducing the impacts of natural hazards and climate change on society. However, an in-depth knowledge of the global CI that is directly at risk for natural hazards is still lacking. The development of a harmonized dataset integrating the geospatial locations of the main CI systems at a global scale will aid to our knowledge on the CI that is exposed and at risk for natural hazards.
We present a first-of-its-kind globally consistent spatial dataset for the representation of CI. In this study, an index to express the spatial intensity of CI at the global scale is developed: the Critical Infrastructure System Index (CISI). The CISI is expressed in a dimensionless value ranging between 0 (being no CI intensity) and 1 (being highest CI intensity). The CISI aggregates high resolution spatial information of CI based on OpenStreetMap (OSM) data. For the development of this index, a total of 34 CI types (e.g. primary roads, waste-water plants and hospitals) are defined and categorized under seven overarching CI systems: transportation, energy, tele-communication, waste, water, health and education. Spatial data on these CI types are extracted by using a selection of 78 OSM tags. The detailed spatial data is rasterized into a harmonized and consistent dataset with a resolution of 0.1x0.1 degrees.
This novel global dataset will be a valuable starting point for policy makers, planners, and researchers in several fields. The dataset can be deployed as a tool to gain insights in the current landscape of the CI network, to identify hotspots of CI, and to gain exposure information for risk assessments. We use open data hosted by OSM, and provide code for further use and development. In this study, we demonstrate the database and CISI at a global scale, but the publicly accessible code can also be used to further develop the dataset with latest releases of data on CI provided by OSM as well as other (open) sources for any location and any resolution.
How to cite: Nirandjan, S., Koks, E., Ward, P., and Aerts, J.: Gridded Harmonized Dataset for the Spatial Location of the Global Critical Infrastructure Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8197, https://doi.org/10.5194/egusphere-egu21-8197, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Critical infrastructure (CI) is fundamental for the functioning of a society and forms the backbone for socio-economic development. Natural hazards, however, pose a major threat to CI. The destruction of CI, and the disruption of essential services they provide may hamper societies and economies. Moreover, the overall risk for CI is expected to rise. This is due climate change (i.e. intensification and more frequent hazards), and socio-economic development (i.e. increase in the amount and value of CI).
Building sustainable and resilient infrastructure is a key to reducing the impacts of natural hazards and climate change on society. However, an in-depth knowledge of the global CI that is directly at risk for natural hazards is still lacking. The development of a harmonized dataset integrating the geospatial locations of the main CI systems at a global scale will aid to our knowledge on the CI that is exposed and at risk for natural hazards.
We present a first-of-its-kind globally consistent spatial dataset for the representation of CI. In this study, an index to express the spatial intensity of CI at the global scale is developed: the Critical Infrastructure System Index (CISI). The CISI is expressed in a dimensionless value ranging between 0 (being no CI intensity) and 1 (being highest CI intensity). The CISI aggregates high resolution spatial information of CI based on OpenStreetMap (OSM) data. For the development of this index, a total of 34 CI types (e.g. primary roads, waste-water plants and hospitals) are defined and categorized under seven overarching CI systems: transportation, energy, tele-communication, waste, water, health and education. Spatial data on these CI types are extracted by using a selection of 78 OSM tags. The detailed spatial data is rasterized into a harmonized and consistent dataset with a resolution of 0.1x0.1 degrees.
This novel global dataset will be a valuable starting point for policy makers, planners, and researchers in several fields. The dataset can be deployed as a tool to gain insights in the current landscape of the CI network, to identify hotspots of CI, and to gain exposure information for risk assessments. We use open data hosted by OSM, and provide code for further use and development. In this study, we demonstrate the database and CISI at a global scale, but the publicly accessible code can also be used to further develop the dataset with latest releases of data on CI provided by OSM as well as other (open) sources for any location and any resolution.
How to cite: Nirandjan, S., Koks, E., Ward, P., and Aerts, J.: Gridded Harmonized Dataset for the Spatial Location of the Global Critical Infrastructure Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8197, https://doi.org/10.5194/egusphere-egu21-8197, 2021.
NH9.10 – Drought risk, vulnerability and impact assessment: achievements and future directions
EGU21-9660 | vPICO presentations | NH9.10 | Highlight
Having a dry start into life - Drought impacts on child health in MalawiAnne Zimmer, Charlotte Plinke, Katharina Lehmann-Uschner, and Stefan Lange
Under- and malnutrition – particularly in the first years of life – can severely impact the physical and mental development of a child. This can have lasting consequences for the child’s future education, health and wellbeing outcomes. At the same time, climate change is expected to intensify the frequency and severity of droughts in many regions of the world, exacerbating concerns about food security and nutrition. Using repeated cross-sections of a large household survey in Malawi – a country where the majority of the population is engaged in smallholder subsistence agriculture and where virtually all agriculture is rainfed – we assess the impact of drought events on children’s health outcomes. We focus on stunting, a measure of chronic undernutrition and explore drought effects at different periods of a child’s development. To minimize concerns about recall error or reporting bias, we combine geo-referenced household data on child anthropometrics with biophysical data at high spatial resolution to measure drought exposure with the Standardized Precipitation Evapotranspiration Index (SPEI). The advantage of the SPEI over other drought indicators such as the SPI is that it accounts not only for precipitation but also other climate variables relevant to the water balance and thus agricultural productivity. We find that children exposed to a drought shock have a significantly lower height-for-age z-score (HAZ) and are at greater risk of being stunted. Furthermore, we explore which household characteristics and coping strategies might have helped in mitigating the drought impact on child health.
How to cite: Zimmer, A., Plinke, C., Lehmann-Uschner, K., and Lange, S.: Having a dry start into life - Drought impacts on child health in Malawi, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9660, https://doi.org/10.5194/egusphere-egu21-9660, 2021.
Under- and malnutrition – particularly in the first years of life – can severely impact the physical and mental development of a child. This can have lasting consequences for the child’s future education, health and wellbeing outcomes. At the same time, climate change is expected to intensify the frequency and severity of droughts in many regions of the world, exacerbating concerns about food security and nutrition. Using repeated cross-sections of a large household survey in Malawi – a country where the majority of the population is engaged in smallholder subsistence agriculture and where virtually all agriculture is rainfed – we assess the impact of drought events on children’s health outcomes. We focus on stunting, a measure of chronic undernutrition and explore drought effects at different periods of a child’s development. To minimize concerns about recall error or reporting bias, we combine geo-referenced household data on child anthropometrics with biophysical data at high spatial resolution to measure drought exposure with the Standardized Precipitation Evapotranspiration Index (SPEI). The advantage of the SPEI over other drought indicators such as the SPI is that it accounts not only for precipitation but also other climate variables relevant to the water balance and thus agricultural productivity. We find that children exposed to a drought shock have a significantly lower height-for-age z-score (HAZ) and are at greater risk of being stunted. Furthermore, we explore which household characteristics and coping strategies might have helped in mitigating the drought impact on child health.
How to cite: Zimmer, A., Plinke, C., Lehmann-Uschner, K., and Lange, S.: Having a dry start into life - Drought impacts on child health in Malawi, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9660, https://doi.org/10.5194/egusphere-egu21-9660, 2021.
EGU21-9916 | vPICO presentations | NH9.10
Evaluating the effects of human regulation on development and recovery characteristics of hydrological drought in a semi-arid areaYang Xu and Xuan Zhang
Understanding the impacts of human regulation on development and recovery characteristics of hydrological drought is crucial to detect the relationship between hydrological drought and the regional water cycle system. In this study the standardized streamflow index (SSI) which based on the observation and SWAT simulated runoff data were used to represent the hydrological drought under human disturbed and naturalized scenarios, respectively. Furthermore, the hydrological drought events under each scenario was divided into the development and recovery stages by the run theory. Comparing two scenarios under the stage Ⅰ (1980-1989) and stage Ⅱ (2007-2016), the human disturbed scenario presents a more severe hydrological drought than the naturalized scenario at stage Ⅱ. Our study further found that the reservoir operation was the irreplaceable factor that affected hydrological drought development and recovery in the study area. The reservoir has the strong ability to alleviate the long-duration hydrological droughts, however, the recovery ability of drought has been weakened. To be noticed that though the water intake from the river by the reservoir has been reduced, the drought alleviates ability of the reservoir still become weaker than prototype after working for 30 years. Therefore, as time goes on the effects of reservoir will become progressively more important. The results of our study could be a hint for policymakers and stakeholders to enhance the drought early warning and forecasting system to optimal reservoirs’ management at semi-arid areas.
How to cite: Xu, Y. and Zhang, X.: Evaluating the effects of human regulation on development and recovery characteristics of hydrological drought in a semi-arid area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9916, https://doi.org/10.5194/egusphere-egu21-9916, 2021.
Understanding the impacts of human regulation on development and recovery characteristics of hydrological drought is crucial to detect the relationship between hydrological drought and the regional water cycle system. In this study the standardized streamflow index (SSI) which based on the observation and SWAT simulated runoff data were used to represent the hydrological drought under human disturbed and naturalized scenarios, respectively. Furthermore, the hydrological drought events under each scenario was divided into the development and recovery stages by the run theory. Comparing two scenarios under the stage Ⅰ (1980-1989) and stage Ⅱ (2007-2016), the human disturbed scenario presents a more severe hydrological drought than the naturalized scenario at stage Ⅱ. Our study further found that the reservoir operation was the irreplaceable factor that affected hydrological drought development and recovery in the study area. The reservoir has the strong ability to alleviate the long-duration hydrological droughts, however, the recovery ability of drought has been weakened. To be noticed that though the water intake from the river by the reservoir has been reduced, the drought alleviates ability of the reservoir still become weaker than prototype after working for 30 years. Therefore, as time goes on the effects of reservoir will become progressively more important. The results of our study could be a hint for policymakers and stakeholders to enhance the drought early warning and forecasting system to optimal reservoirs’ management at semi-arid areas.
How to cite: Xu, Y. and Zhang, X.: Evaluating the effects of human regulation on development and recovery characteristics of hydrological drought in a semi-arid area, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9916, https://doi.org/10.5194/egusphere-egu21-9916, 2021.
EGU21-8480 | vPICO presentations | NH9.10 | Highlight
The Bolivian Drought Monitor: an operational tool, calibrated on impact records, to identify and communicate drought severity conditions.Lauro Rossi, Alessandro Masoero, Anna Mapelli, and Fabio Castelli
Within the framework of the CIF financed “Pilot Program for Climate Resilience”, the Drought Monitoring and Early Warning System for Bolivia was developed and implemented. The system is operational since July 2020 and aims at detecting emerging severe drought conditions in the country, in order to trigger timely warnings to stakeholders and the general public.
The Bolivian Drought Monitor has two main components: a technical one (data gathering and analysis, performed through the multi-hazard early warning “myDEWETRA” platform) and an institutional one (creating consensus and disseminating warnings). The system design followed a participatory approach, involving since the early stages the Ministry for Water and Environment (MMAyA), the National Hydrometeorological Service (SENAMHI), the Vice-Ministry for Civil Defence (VIDECI). These institutions actively contribute to the monthly edition of the drought bulletin, each one for its own sector of competence, through a dedicated IT tool for synchronous compilation. Ongoing drought conditions are reported in a national bulletin, issued monthly and published on a dedicated public website: http://monitorsequias.senamhi.gob.bo/
Given the Bolivian data-poor context, analysis strongly relies on a large variety of multi-source satellite products, spanning from well consolidated ones in the operational practice to more experimental ones such as from the SMAP mission. This information is used to monthly refresh the spatial maps of 17 indexes covering meteorological, hydrological and agricultural droughts for different aggregation periods (from 1 to 12 months). Simulation of the system performance over a long period (2002-2019) and comparison with recorded socio-economic drought impacts from the National Disaster Observatory (Observatorio Nacional de Desastres- OND) of the Vice-Ministry of Civil Defence (VIDECI) was used to define a most representative compound index, based on a weighted combination of a selection of 4 indexes with their related thresholds. The combination of 3-month SPEI, 2-month SWDI, 1-month VHI and 1-month FAPAR indexes performed the best in the comparison with impact records. This combination encompasses both the medium-term effects of meteorological and hydrological deficits (3-month SPEI and SWDI), both the short-term effects on vegetation (1-month VHI and FAPAR). This set of indexes proved to be a solid proxy in estimating possible impacts on population of ongoing or incoming drought spells, as happened for most significant recent drought events occurred in Bolivia, such as the 2010 event in the Chaco region and the 2016 drought event in the Altiplano and Valles regions, that heavily affected the water supply in several major cities (La Paz, Sucre, Cochabamba, Oruro and Potosí).
The design of the monitoring and bulletin management platform, together with its strong remote-sensing base, give to the system a high potential for easy export to other regional and national contexts. Also, the variety of the different computed drought indexes and the replicability of the procedure for the best compound index identification will allow for efficient evolutionary maintenance as new remote-sensing products will be available in the future.
How to cite: Rossi, L., Masoero, A., Mapelli, A., and Castelli, F.: The Bolivian Drought Monitor: an operational tool, calibrated on impact records, to identify and communicate drought severity conditions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8480, https://doi.org/10.5194/egusphere-egu21-8480, 2021.
Within the framework of the CIF financed “Pilot Program for Climate Resilience”, the Drought Monitoring and Early Warning System for Bolivia was developed and implemented. The system is operational since July 2020 and aims at detecting emerging severe drought conditions in the country, in order to trigger timely warnings to stakeholders and the general public.
The Bolivian Drought Monitor has two main components: a technical one (data gathering and analysis, performed through the multi-hazard early warning “myDEWETRA” platform) and an institutional one (creating consensus and disseminating warnings). The system design followed a participatory approach, involving since the early stages the Ministry for Water and Environment (MMAyA), the National Hydrometeorological Service (SENAMHI), the Vice-Ministry for Civil Defence (VIDECI). These institutions actively contribute to the monthly edition of the drought bulletin, each one for its own sector of competence, through a dedicated IT tool for synchronous compilation. Ongoing drought conditions are reported in a national bulletin, issued monthly and published on a dedicated public website: http://monitorsequias.senamhi.gob.bo/
Given the Bolivian data-poor context, analysis strongly relies on a large variety of multi-source satellite products, spanning from well consolidated ones in the operational practice to more experimental ones such as from the SMAP mission. This information is used to monthly refresh the spatial maps of 17 indexes covering meteorological, hydrological and agricultural droughts for different aggregation periods (from 1 to 12 months). Simulation of the system performance over a long period (2002-2019) and comparison with recorded socio-economic drought impacts from the National Disaster Observatory (Observatorio Nacional de Desastres- OND) of the Vice-Ministry of Civil Defence (VIDECI) was used to define a most representative compound index, based on a weighted combination of a selection of 4 indexes with their related thresholds. The combination of 3-month SPEI, 2-month SWDI, 1-month VHI and 1-month FAPAR indexes performed the best in the comparison with impact records. This combination encompasses both the medium-term effects of meteorological and hydrological deficits (3-month SPEI and SWDI), both the short-term effects on vegetation (1-month VHI and FAPAR). This set of indexes proved to be a solid proxy in estimating possible impacts on population of ongoing or incoming drought spells, as happened for most significant recent drought events occurred in Bolivia, such as the 2010 event in the Chaco region and the 2016 drought event in the Altiplano and Valles regions, that heavily affected the water supply in several major cities (La Paz, Sucre, Cochabamba, Oruro and Potosí).
The design of the monitoring and bulletin management platform, together with its strong remote-sensing base, give to the system a high potential for easy export to other regional and national contexts. Also, the variety of the different computed drought indexes and the replicability of the procedure for the best compound index identification will allow for efficient evolutionary maintenance as new remote-sensing products will be available in the future.
How to cite: Rossi, L., Masoero, A., Mapelli, A., and Castelli, F.: The Bolivian Drought Monitor: an operational tool, calibrated on impact records, to identify and communicate drought severity conditions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8480, https://doi.org/10.5194/egusphere-egu21-8480, 2021.
EGU21-355 | vPICO presentations | NH9.10
Delayed soil-moisture and hydrological drought impacts in mountain regionsRuth Stephan, Mathilde Erfurt, and Kerstin Stahl
Droughts are among the most damaging natural hazards leading to a wide range of impacts also in the water-rich mountain regions. In recent years, drought conditions and impacts have been reported frequently in the European Alpine region, possibly because climate change affects mountain environments more rapidly than others. However, in mountain regions the propagation of drought signals through the hydrological cycle and into different environmental and societal impact occurrence are poorly understood, especially regarding the impacts’ seasonal patterns and delayed effects. This study aims to improve the understanding of the droughts’ characteristics and their impacts from the high elevation headwater regions down to plateau and foothill areas. Specific climate conditions in high elevation regions determine an alpine environment, economy and society that differs from the pre-Alpine regions. Subsequently, impacts are expected to vary as well and indices for drought monitoring may have to be selected specifically for such a region. The European Drought Impact Report Inventory (EDII) compiles text-reports on negative drought impacts across Europe and classifies them into 15 categories with 108 subtypes. An updated version focusing on the ‘Alpine Space’ released as EDIIALPS V1.0 contains more than 3,200 reports about drought impacts. The most relevant categories are Agriculture and livestock farming and Public water supply. This data allowed an analysis of the seasonal patterns of drought impacts in several categories for four sub-regions in the Alpine Space: pre-Alpine vs. high-elevated region, Northern vs. Southern region. Assigning the impacts subtypes to drought type, soil-moisture drought (SMD impacts) and hydrological drought (HD impacts) allowed the derivation of smoothed seasonal “impact regimes”. The peak of HD impacts occurred later in the year than the SMD impact peak, most clearly in the high-elevation region, with the latest increase of HD impacts in May and strongest decrease between November-December. This pattern is less clear for the Southern region. SMD indices and HD indices that may be used for monitoring and early warning need to be targeted to and tested for capturing these delays.
How to cite: Stephan, R., Erfurt, M., and Stahl, K.: Delayed soil-moisture and hydrological drought impacts in mountain regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-355, https://doi.org/10.5194/egusphere-egu21-355, 2021.
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Droughts are among the most damaging natural hazards leading to a wide range of impacts also in the water-rich mountain regions. In recent years, drought conditions and impacts have been reported frequently in the European Alpine region, possibly because climate change affects mountain environments more rapidly than others. However, in mountain regions the propagation of drought signals through the hydrological cycle and into different environmental and societal impact occurrence are poorly understood, especially regarding the impacts’ seasonal patterns and delayed effects. This study aims to improve the understanding of the droughts’ characteristics and their impacts from the high elevation headwater regions down to plateau and foothill areas. Specific climate conditions in high elevation regions determine an alpine environment, economy and society that differs from the pre-Alpine regions. Subsequently, impacts are expected to vary as well and indices for drought monitoring may have to be selected specifically for such a region. The European Drought Impact Report Inventory (EDII) compiles text-reports on negative drought impacts across Europe and classifies them into 15 categories with 108 subtypes. An updated version focusing on the ‘Alpine Space’ released as EDIIALPS V1.0 contains more than 3,200 reports about drought impacts. The most relevant categories are Agriculture and livestock farming and Public water supply. This data allowed an analysis of the seasonal patterns of drought impacts in several categories for four sub-regions in the Alpine Space: pre-Alpine vs. high-elevated region, Northern vs. Southern region. Assigning the impacts subtypes to drought type, soil-moisture drought (SMD impacts) and hydrological drought (HD impacts) allowed the derivation of smoothed seasonal “impact regimes”. The peak of HD impacts occurred later in the year than the SMD impact peak, most clearly in the high-elevation region, with the latest increase of HD impacts in May and strongest decrease between November-December. This pattern is less clear for the Southern region. SMD indices and HD indices that may be used for monitoring and early warning need to be targeted to and tested for capturing these delays.
How to cite: Stephan, R., Erfurt, M., and Stahl, K.: Delayed soil-moisture and hydrological drought impacts in mountain regions, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-355, https://doi.org/10.5194/egusphere-egu21-355, 2021.
EGU21-1134 | vPICO presentations | NH9.10
Selecting indicators of drought impacts: the importance of contextSarra Kchouk, Pieter van Oel, and Lieke Melsen
Drought Early Warning Systems (DEWS) and Drought Monitoring Systems (DMS) are the principal tools used to tackle drought at an early stage and reduce the possibility of harm or loss. They are based on the use of drought indicators attributed to either : meteorological, agricultural and hydrological drought. This means that it is mostly hydro-climatic variables that are used to determine the onset, end and severity of a drought. Drought impacts are rarely continuously monitored or even not included in DEWS and DMS. In this configuration, the likelihood of experiencing impacts is linearly linked to the severity of climatic features only. The aim of our study is to question the direct linkage between the delivery of hydro-climatic information and the detection of drought impacts and their severity. We reviewed scientific literature on drought drivers and impacts and analyzed how these two compare. We conducted a bibliometric analysis based on 4000+ scientific studies sorted by geographic area in which selected (i) drought indicators and (ii) impacts of drought were mentioned. Our review points toward an attachment to a conceptual view of drought by the main and broader use of meteorological (computed and remotely sensed) drought indicators. Studies reporting impacts related to food and water securities are more localized, respectively in Sub-Saharan Africa and Australasia. This mismatch suggests a tendency to translate hydroclimatic indicators of drought directly into impacts while neglecting relevant local contextual information. With the aim of sharpening the information provided by DEWS and DMS, we argue in favor of an additional consideration of drought indicators oriented towards the SDGs.
How to cite: Kchouk, S., van Oel, P., and Melsen, L.: Selecting indicators of drought impacts: the importance of context, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1134, https://doi.org/10.5194/egusphere-egu21-1134, 2021.
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Drought Early Warning Systems (DEWS) and Drought Monitoring Systems (DMS) are the principal tools used to tackle drought at an early stage and reduce the possibility of harm or loss. They are based on the use of drought indicators attributed to either : meteorological, agricultural and hydrological drought. This means that it is mostly hydro-climatic variables that are used to determine the onset, end and severity of a drought. Drought impacts are rarely continuously monitored or even not included in DEWS and DMS. In this configuration, the likelihood of experiencing impacts is linearly linked to the severity of climatic features only. The aim of our study is to question the direct linkage between the delivery of hydro-climatic information and the detection of drought impacts and their severity. We reviewed scientific literature on drought drivers and impacts and analyzed how these two compare. We conducted a bibliometric analysis based on 4000+ scientific studies sorted by geographic area in which selected (i) drought indicators and (ii) impacts of drought were mentioned. Our review points toward an attachment to a conceptual view of drought by the main and broader use of meteorological (computed and remotely sensed) drought indicators. Studies reporting impacts related to food and water securities are more localized, respectively in Sub-Saharan Africa and Australasia. This mismatch suggests a tendency to translate hydroclimatic indicators of drought directly into impacts while neglecting relevant local contextual information. With the aim of sharpening the information provided by DEWS and DMS, we argue in favor of an additional consideration of drought indicators oriented towards the SDGs.
How to cite: Kchouk, S., van Oel, P., and Melsen, L.: Selecting indicators of drought impacts: the importance of context, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1134, https://doi.org/10.5194/egusphere-egu21-1134, 2021.
EGU21-205 | vPICO presentations | NH9.10
Alpine drought impact chains for sector-based climate-risk assessmentsStefano Terzi, Mathilde Erfurt, Ruth Stephan, Kerstin Stahl, and Marc Zebisch
Droughts are slow and silent natural hazards that can lead to long-lasting environmental, societal and economic impacts. Mountain regions are also experiencing drought conditions with climate change affecting their environments more rapidly than other places and reducing water availability well beyond their geographical locations. These conditions call for better understanding of drought events in mountains with innovative methodologies able to capture their complex interplays.
Within this context, the Alpine Drought Observatory (ADO) Interreg Project aims to further improve the understanding of drought conditions in the Alpine Space, with activities spanning from the characterization of drought types’ components in five heterogeneous case studies in Austria, France, Italy, Slovenia and Switzerland. For each case study, different sectors exposed to drought, ranging from hydropower, agriculture to tourism are considered. Moreover, specific socio-economic characteristics were collected for each sector in order to better understand the main drivers leading to drought impacts.
Starting from the risk concept in the IPCC AR5, the Impact Chains (IC) methodology has been applied to characterize the hazard, exposure and vulnerability components in the ADO case studies. IC allowed to pinpoint the main factors affecting drought risk and the relevant socio-economic sectors integrating a mixed-method approach. Quantitative data collection on the hazard and exposure components were coupled with local experts’ knowledge on the main vulnerability factors (e.g., through a questionnaire). Although validation represents a critical part of drought modelling, IC analysis and results were therefor compared with information from the European Drought Impact Inventory (EDII) on local drought impacts collected from scientific publications, unions press releases and newspaper articles over a long time period.
While drought risk assessment through IC can improve the understanding of the main drought events and their underlying factors, they also provide insights to improve planning and management of future drought events in the Alpine Space.
How to cite: Terzi, S., Erfurt, M., Stephan, R., Stahl, K., and Zebisch, M.: Alpine drought impact chains for sector-based climate-risk assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-205, https://doi.org/10.5194/egusphere-egu21-205, 2021.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Droughts are slow and silent natural hazards that can lead to long-lasting environmental, societal and economic impacts. Mountain regions are also experiencing drought conditions with climate change affecting their environments more rapidly than other places and reducing water availability well beyond their geographical locations. These conditions call for better understanding of drought events in mountains with innovative methodologies able to capture their complex interplays.
Within this context, the Alpine Drought Observatory (ADO) Interreg Project aims to further improve the understanding of drought conditions in the Alpine Space, with activities spanning from the characterization of drought types’ components in five heterogeneous case studies in Austria, France, Italy, Slovenia and Switzerland. For each case study, different sectors exposed to drought, ranging from hydropower, agriculture to tourism are considered. Moreover, specific socio-economic characteristics were collected for each sector in order to better understand the main drivers leading to drought impacts.
Starting from the risk concept in the IPCC AR5, the Impact Chains (IC) methodology has been applied to characterize the hazard, exposure and vulnerability components in the ADO case studies. IC allowed to pinpoint the main factors affecting drought risk and the relevant socio-economic sectors integrating a mixed-method approach. Quantitative data collection on the hazard and exposure components were coupled with local experts’ knowledge on the main vulnerability factors (e.g., through a questionnaire). Although validation represents a critical part of drought modelling, IC analysis and results were therefor compared with information from the European Drought Impact Inventory (EDII) on local drought impacts collected from scientific publications, unions press releases and newspaper articles over a long time period.
While drought risk assessment through IC can improve the understanding of the main drought events and their underlying factors, they also provide insights to improve planning and management of future drought events in the Alpine Space.
How to cite: Terzi, S., Erfurt, M., Stephan, R., Stahl, K., and Zebisch, M.: Alpine drought impact chains for sector-based climate-risk assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-205, https://doi.org/10.5194/egusphere-egu21-205, 2021.
EGU21-6530 | vPICO presentations | NH9.10
Drought severity and impact relationships: a multidimensional case study of recent droughts in the south-central semiarid prairies of the United StatesTyson Ochsner, Amy Hagerman, Erik Krueger, Dayton Lambert, Lixia Lambert, and Paul Weckler
As earth’s climate is changing, there is evidence for abrupt shifts to hotter and drier climate conditions in some locations. These changes may be particularly harmful to coupled human and natural systems in semiarid regions because they exist on marginal water availability and can exhibit strong coupling between land surface and atmospheric conditions which can make droughts more persistent. In the south-central semiarid prairie ecoregion of the US, there has been a significant warming trend over the past 120 years. This ecoregion has also experienced some of the most severe drought conditions in the US during recent decades, particularly in southwest Oklahoma and adjacent portions of Texas. These drought conditions have complex, multi-dimensional impacts on coupled human and natural systems, which are often not adequately quantified or understood. Furthermore, even the severity of drought is often poorly or inconsistently measured, in part due to an overreliance on meteorological or remotely-sensed data as opposed to measurements of stored soil water, surface water, and groundwater. The objectives of this research are to 1) accurately measure the severity and multi-dimensional impacts of recent droughts in the south-central semi-arid prairies of the US and 2) clarify the relationships between drought severity and impacts. We utilize a case-study approach focused on southwest Oklahoma where in situ observational datasets allows for quantification of stored soil water, surface water, and groundwater. Drought impact types were recorded by the US Drought Impact Reporter and quantified using appropriate supplemental datasets and models.
How to cite: Ochsner, T., Hagerman, A., Krueger, E., Lambert, D., Lambert, L., and Weckler, P.: Drought severity and impact relationships: a multidimensional case study of recent droughts in the south-central semiarid prairies of the United States, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6530, https://doi.org/10.5194/egusphere-egu21-6530, 2021.
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As earth’s climate is changing, there is evidence for abrupt shifts to hotter and drier climate conditions in some locations. These changes may be particularly harmful to coupled human and natural systems in semiarid regions because they exist on marginal water availability and can exhibit strong coupling between land surface and atmospheric conditions which can make droughts more persistent. In the south-central semiarid prairie ecoregion of the US, there has been a significant warming trend over the past 120 years. This ecoregion has also experienced some of the most severe drought conditions in the US during recent decades, particularly in southwest Oklahoma and adjacent portions of Texas. These drought conditions have complex, multi-dimensional impacts on coupled human and natural systems, which are often not adequately quantified or understood. Furthermore, even the severity of drought is often poorly or inconsistently measured, in part due to an overreliance on meteorological or remotely-sensed data as opposed to measurements of stored soil water, surface water, and groundwater. The objectives of this research are to 1) accurately measure the severity and multi-dimensional impacts of recent droughts in the south-central semi-arid prairies of the US and 2) clarify the relationships between drought severity and impacts. We utilize a case-study approach focused on southwest Oklahoma where in situ observational datasets allows for quantification of stored soil water, surface water, and groundwater. Drought impact types were recorded by the US Drought Impact Reporter and quantified using appropriate supplemental datasets and models.
How to cite: Ochsner, T., Hagerman, A., Krueger, E., Lambert, D., Lambert, L., and Weckler, P.: Drought severity and impact relationships: a multidimensional case study of recent droughts in the south-central semiarid prairies of the United States, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6530, https://doi.org/10.5194/egusphere-egu21-6530, 2021.
EGU21-3718 | vPICO presentations | NH9.10
Assessing likelihood of sectoral drought impact occurrence in South KoreaJungho Seo, Jaehyeong Lee, and Yeonjoo Kim
Drought is the most complex natural hazard that can cause a wide range of impacts affecting the environment, the society, and the economy. Drought is often quantified with one or a set of drought indices, yet these drought indices are limited in capturing such various impacts. This study aimed to understand quantitative relationship between drought impact and drought occurrence in South Korea. We there constructed drought impact inventory by collecting data not only from the existing datasets but also by using a web-crawling method. The collected drought impact data were classified into categories such as agriculture and livestock farming, public water supply, wildfire, and water quality. Also, to quantify the drought occurrence, the standardized precipitation and evapotranspiration index (SPEI) was used as a drought index. We derive the likelihood of drought impact occurrence as a function of the drought index with using the log-logistic regression as well as the random forest algorithmas well as the random forest algorithm. Note that the logistic regression is appropriate with binary data such as drought impact occurrence and Note that the logistic regression is appropriate with binary data such as drought impact occurrence and the random forest algorithm is powerful algorithm to develop a predictive model based on classification and regression trees. As a result, the sector-specific likelihood of drought impact occurrence over the regions are identified. We show the highest likelihood of drought impact occurrence in public water supply for Jeonnam area, wildfire for Gangwon area and water quality for Gyeongnam. This study suggests that such drought impact information can support the decision-making for drought risk reduction.
Acknowledgement
This work was supported by a grant from the National Research Foundation of Korea funded by the Ministry of Science, ICT & Future Planning (2020R1A2C2007670).
How to cite: Seo, J., Lee, J., and Kim, Y.: Assessing likelihood of sectoral drought impact occurrence in South Korea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3718, https://doi.org/10.5194/egusphere-egu21-3718, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Drought is the most complex natural hazard that can cause a wide range of impacts affecting the environment, the society, and the economy. Drought is often quantified with one or a set of drought indices, yet these drought indices are limited in capturing such various impacts. This study aimed to understand quantitative relationship between drought impact and drought occurrence in South Korea. We there constructed drought impact inventory by collecting data not only from the existing datasets but also by using a web-crawling method. The collected drought impact data were classified into categories such as agriculture and livestock farming, public water supply, wildfire, and water quality. Also, to quantify the drought occurrence, the standardized precipitation and evapotranspiration index (SPEI) was used as a drought index. We derive the likelihood of drought impact occurrence as a function of the drought index with using the log-logistic regression as well as the random forest algorithmas well as the random forest algorithm. Note that the logistic regression is appropriate with binary data such as drought impact occurrence and Note that the logistic regression is appropriate with binary data such as drought impact occurrence and the random forest algorithm is powerful algorithm to develop a predictive model based on classification and regression trees. As a result, the sector-specific likelihood of drought impact occurrence over the regions are identified. We show the highest likelihood of drought impact occurrence in public water supply for Jeonnam area, wildfire for Gangwon area and water quality for Gyeongnam. This study suggests that such drought impact information can support the decision-making for drought risk reduction.
Acknowledgement
This work was supported by a grant from the National Research Foundation of Korea funded by the Ministry of Science, ICT & Future Planning (2020R1A2C2007670).
How to cite: Seo, J., Lee, J., and Kim, Y.: Assessing likelihood of sectoral drought impact occurrence in South Korea, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3718, https://doi.org/10.5194/egusphere-egu21-3718, 2021.
EGU21-10965 | vPICO presentations | NH9.10
Drought risk in urban areas: a monetization of drought risk in 97 cities around the globeTristian Stolte, Philip Ward, Hans de Moel, Felix van Veldhoven, Snigdha Garg, and Neuni Farhad
This research attempts to monetize drought risk in 97 cities around the globe, using multiple climate and socioeconomic scenarios. Subsequently, it identifies possible adaptation actions to mitigate drought risk in these cities. This study is essential because whilst much effort has been put into modelling drought on all spatial scales in recent decades, urban areas are often not explicitly included in these analyses, even though we live in a rapidly urbanizing world. Two types of drought risks for cities are identified and investigated: (1) drought induced food shortages and increased food prices (agricultural drought), and (2) municipal surface water supply shortages (hydrological drought). To assess agricultural drought risk, we represent the hazard using the Standardized Soil Moisture Index, and exposure using physical agricultural areas. For hydrological drought risk, we represent the hazard by linking discharge data from climate models to water withdrawals per city, with exposure data on the total population of a city. The risks are monetized by estimating the replacement costs of freshwater by means of alternative water sources like desalination. Vulnerability is qualitatively included by spatially overlapping the monetized values with vulnerability indicators and primarily gives context to the risk estimates. Finally, an inventory of reactive, preventive and transformative adaptation actions is developed to provide cities with a perspective for action. Cities may use this inventory to identify a mix of adaptation measures, where a combination of the three approaches would be an adequate way to address both short- and long-term risks and opportunities. The overall goal of this research is to provide an order of magnitude of potential drought risk, as well as to identify possible next steps in drought risk research in urban areas.
How to cite: Stolte, T., Ward, P., de Moel, H., van Veldhoven, F., Garg, S., and Farhad, N.: Drought risk in urban areas: a monetization of drought risk in 97 cities around the globe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10965, https://doi.org/10.5194/egusphere-egu21-10965, 2021.
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This research attempts to monetize drought risk in 97 cities around the globe, using multiple climate and socioeconomic scenarios. Subsequently, it identifies possible adaptation actions to mitigate drought risk in these cities. This study is essential because whilst much effort has been put into modelling drought on all spatial scales in recent decades, urban areas are often not explicitly included in these analyses, even though we live in a rapidly urbanizing world. Two types of drought risks for cities are identified and investigated: (1) drought induced food shortages and increased food prices (agricultural drought), and (2) municipal surface water supply shortages (hydrological drought). To assess agricultural drought risk, we represent the hazard using the Standardized Soil Moisture Index, and exposure using physical agricultural areas. For hydrological drought risk, we represent the hazard by linking discharge data from climate models to water withdrawals per city, with exposure data on the total population of a city. The risks are monetized by estimating the replacement costs of freshwater by means of alternative water sources like desalination. Vulnerability is qualitatively included by spatially overlapping the monetized values with vulnerability indicators and primarily gives context to the risk estimates. Finally, an inventory of reactive, preventive and transformative adaptation actions is developed to provide cities with a perspective for action. Cities may use this inventory to identify a mix of adaptation measures, where a combination of the three approaches would be an adequate way to address both short- and long-term risks and opportunities. The overall goal of this research is to provide an order of magnitude of potential drought risk, as well as to identify possible next steps in drought risk research in urban areas.
How to cite: Stolte, T., Ward, P., de Moel, H., van Veldhoven, F., Garg, S., and Farhad, N.: Drought risk in urban areas: a monetization of drought risk in 97 cities around the globe, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10965, https://doi.org/10.5194/egusphere-egu21-10965, 2021.
EGU21-1991 | vPICO presentations | NH9.10
All dried up: An interdisciplinary analysis of drought risk in Ladismith, South AfricaElisa Savelli, Maria Rusca, Hannah Cloke, and Giuliano Di Baldassarre
Droughts have always been part of Earth climate, yet today these phenomena are becoming more alarming due to their increasing severity and their disastrous socio-ecological impacts. Different scientific definitions or diverse understanding of drought risk have been proposed also because of the simultaneously social and ecological complexity which characterizes droughts relative to other hazards and/or vulnerabilities. This work sets out to confront the distinctive complexity of drought risk throughout a novel approach which combines political ecology perspectives with hydro-climatological insights. Our engagement with political ecologies of land, water, and vulnerability helps to explain the socio-political processes that intersect with the production of droughts and their consequences. Concurrently, hydro-climatology unravels the physical or material processes that both constitute and transform drought phenomena into socio-ecological disasters. The drought-stricken Ladismith in Western Cape, South Africa, is the point of departure of our empirical analysis which portrays the socio-ecological disruption reached by this rural community after five years of below-average rainfall (meteorological drought). We show that Ladismith socio-ecological crisis was mostly engendered by a distinct mechanism of capital accumulation through land and water dispossession, which emerged locally in the form of white commercial agriculture. Our interdisciplinary approach examines these socio-political processes in relation to the drought physical transformations over time and across space. By relating societal and physical processes we advance a novel understanding of drought that sheds light on the crucial interactions between social power, climate, land use, and hydrology, which all too often transform a meteorological event into a soil moisture drought, a hydrological drought, and eventually into a major socio-ecological crisis. Secondly, combining hydro-climatology with political ecology reveals that social power not only influences the vulnerability of the systems affected by droughts, but also shapes the occurrence and manifestation of the hazard itself. This novel conceptualization of drought risk as socially produced is key to intercept the material spaces and physical dynamics through which social power plays out in more extreme and disruptive drought events. A similar approach, by identifying unjust and unsustainable socio-ecological changes, can make drought management policies and strategies more proactive rather than constrain them to relief or adaptation measures.
How to cite: Savelli, E., Rusca, M., Cloke, H., and Di Baldassarre, G.: All dried up: An interdisciplinary analysis of drought risk in Ladismith, South Africa , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1991, https://doi.org/10.5194/egusphere-egu21-1991, 2021.
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Droughts have always been part of Earth climate, yet today these phenomena are becoming more alarming due to their increasing severity and their disastrous socio-ecological impacts. Different scientific definitions or diverse understanding of drought risk have been proposed also because of the simultaneously social and ecological complexity which characterizes droughts relative to other hazards and/or vulnerabilities. This work sets out to confront the distinctive complexity of drought risk throughout a novel approach which combines political ecology perspectives with hydro-climatological insights. Our engagement with political ecologies of land, water, and vulnerability helps to explain the socio-political processes that intersect with the production of droughts and their consequences. Concurrently, hydro-climatology unravels the physical or material processes that both constitute and transform drought phenomena into socio-ecological disasters. The drought-stricken Ladismith in Western Cape, South Africa, is the point of departure of our empirical analysis which portrays the socio-ecological disruption reached by this rural community after five years of below-average rainfall (meteorological drought). We show that Ladismith socio-ecological crisis was mostly engendered by a distinct mechanism of capital accumulation through land and water dispossession, which emerged locally in the form of white commercial agriculture. Our interdisciplinary approach examines these socio-political processes in relation to the drought physical transformations over time and across space. By relating societal and physical processes we advance a novel understanding of drought that sheds light on the crucial interactions between social power, climate, land use, and hydrology, which all too often transform a meteorological event into a soil moisture drought, a hydrological drought, and eventually into a major socio-ecological crisis. Secondly, combining hydro-climatology with political ecology reveals that social power not only influences the vulnerability of the systems affected by droughts, but also shapes the occurrence and manifestation of the hazard itself. This novel conceptualization of drought risk as socially produced is key to intercept the material spaces and physical dynamics through which social power plays out in more extreme and disruptive drought events. A similar approach, by identifying unjust and unsustainable socio-ecological changes, can make drought management policies and strategies more proactive rather than constrain them to relief or adaptation measures.
How to cite: Savelli, E., Rusca, M., Cloke, H., and Di Baldassarre, G.: All dried up: An interdisciplinary analysis of drought risk in Ladismith, South Africa , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1991, https://doi.org/10.5194/egusphere-egu21-1991, 2021.
EGU21-14575 | vPICO presentations | NH9.10
Wildfire risk in Madeira island and the potential impacts on tourismFlavio T. Couto, Nuno Andrade, Rui Salgado, and Jaime Serra
Drought conditions increase the likelihood of extreme wildfires which result in loss of life and property causing several damages to the society. The extensive study of different real cases is important to better understand the environmental conditions and their impacts on different sectors. The study aims to explore the atmospheric conditions associated with three forest fires occurring in Madeira island using convection-permitting simulations. In addition, the potential impacts on tourism sector is preliminary discussed using media data for one of the episodes when the fires affected the area surrounding the Funchal city, leaving several houses and a five-star hotel destroyed and 3 fatalities at least. Madeira is a Portuguese island located in the North Atlantic Ocean where the forest fires represent a risk for the ecosystems and for the local economy. The tourism is one of the main economic activities of the island. The numerical simulations were performed using the Meso-NH model. It was configured into two domains, the outer domain with 2.5 km resolution, and an inner domain with a resolution of 500 m and capable to better represent the complex terrain characteristic of the mountainous island. The vertical grid was calculated automatically by the model with a total of 50 levels following the terrain. The simulations were performed in a two-way interactive mode, initialized and forced using the European Centre for Medium-Range Weather Forecasts (ECMWF) analysis updated each 6 hours. The forest fires episodes were explored from the atmospheric circulation point of view, using meteorological variables as temperature, relative humidity and wind over the island. The Azores Anticyclone was the typical synoptic system inducing the north-easterly airflow towards the island. As it remains almost stationary, the fair weather is maintained over the region for several days and may lead to drought conditions during summertime. However, the downward motion created by the local orography at the southern slope was evident from the simulations. The combined effect of terrain and atmospheric condition was essential increasing the fire danger by leading the maximum temperatures above 35°C and relative humidity around 15%. Also, by creating the favourable conditions to the fire propagation after their ignition, namely due to the intense gust winds. One episode was marked by the cancellation of several international flights due to the high amount of smoke that affected Funchal, as well as the evacuation of more than 1,000 residents and tourists. The summer season is a critical fire weather period for the Madeira island, and the study contributes to identify fire risk and anticipate fire behaviour in some specific regions of the island. The use of high-resolution simulations is able to indicate the regions more propitious to fires, namely those affected by the highest near surface temperatures and lowest values of relative humidity. Overall, the results also can help in the development of fire risk management practices, as well as promoting a sustainable development, namely of the tourism sector.
How to cite: Couto, F. T., Andrade, N., Salgado, R., and Serra, J.: Wildfire risk in Madeira island and the potential impacts on tourism, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14575, https://doi.org/10.5194/egusphere-egu21-14575, 2021.
Drought conditions increase the likelihood of extreme wildfires which result in loss of life and property causing several damages to the society. The extensive study of different real cases is important to better understand the environmental conditions and their impacts on different sectors. The study aims to explore the atmospheric conditions associated with three forest fires occurring in Madeira island using convection-permitting simulations. In addition, the potential impacts on tourism sector is preliminary discussed using media data for one of the episodes when the fires affected the area surrounding the Funchal city, leaving several houses and a five-star hotel destroyed and 3 fatalities at least. Madeira is a Portuguese island located in the North Atlantic Ocean where the forest fires represent a risk for the ecosystems and for the local economy. The tourism is one of the main economic activities of the island. The numerical simulations were performed using the Meso-NH model. It was configured into two domains, the outer domain with 2.5 km resolution, and an inner domain with a resolution of 500 m and capable to better represent the complex terrain characteristic of the mountainous island. The vertical grid was calculated automatically by the model with a total of 50 levels following the terrain. The simulations were performed in a two-way interactive mode, initialized and forced using the European Centre for Medium-Range Weather Forecasts (ECMWF) analysis updated each 6 hours. The forest fires episodes were explored from the atmospheric circulation point of view, using meteorological variables as temperature, relative humidity and wind over the island. The Azores Anticyclone was the typical synoptic system inducing the north-easterly airflow towards the island. As it remains almost stationary, the fair weather is maintained over the region for several days and may lead to drought conditions during summertime. However, the downward motion created by the local orography at the southern slope was evident from the simulations. The combined effect of terrain and atmospheric condition was essential increasing the fire danger by leading the maximum temperatures above 35°C and relative humidity around 15%. Also, by creating the favourable conditions to the fire propagation after their ignition, namely due to the intense gust winds. One episode was marked by the cancellation of several international flights due to the high amount of smoke that affected Funchal, as well as the evacuation of more than 1,000 residents and tourists. The summer season is a critical fire weather period for the Madeira island, and the study contributes to identify fire risk and anticipate fire behaviour in some specific regions of the island. The use of high-resolution simulations is able to indicate the regions more propitious to fires, namely those affected by the highest near surface temperatures and lowest values of relative humidity. Overall, the results also can help in the development of fire risk management practices, as well as promoting a sustainable development, namely of the tourism sector.
How to cite: Couto, F. T., Andrade, N., Salgado, R., and Serra, J.: Wildfire risk in Madeira island and the potential impacts on tourism, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14575, https://doi.org/10.5194/egusphere-egu21-14575, 2021.
EGU21-14587 | vPICO presentations | NH9.10
The Water Gap Risk Index – a novel approach for spatially distributed and sector-specific water scarcity risk calculations in urbanized catchmentsMehmet Umit Taner, Dimmie Hendiriks, Lieke Huesken, Niels Mulder, Diana Morales Irato, Marta Faneca Sànchez, Maaike van Aalst, and Sophie Vermooten
An increasing number of mega-cities, such as Cape Town, Lima, and São Paulo, are confronted with increasing droughts as well as an increase in water demand. Inevitably, this leads to increasing pressure on the available water resources and associated risks and economic impact for the water-dependent sectors (eg. drinking water supply, industry, energy production, agriculture, nature) and different user groups within the sectors (eg. low, middle- and high-income households, self-subsistence farmers, large farms). To address these problems and to develop targeted mitigation strategies, risk analyses are required that quantify the impact of water scarcity on the various sectors and users-groups in different parts of the catchment.
Here, we present the Water Gap Risk Index (WGRI) that quantifies water scarcity and its impacts on a variety of economic sectors and user groups. The WGRI provides a normalized score to reflect high spatial and temporal variability typical for urban catchments that apply to different settings and problems. Index calculation involves the combination of unmet water demand and its characteristics with socioeconomic aspects related to vulnerability and exposure. The Water Gap term quantifies water system performance over a defined time period taking into account the frequency, persistence, and severity of unmet water demand. Vulnerability metrics provide a score for each sector and user-group separately using context-specific vulnerability indicators of each sector and user-group.
In the novel WGRI special attention is paid to the vulnerability of different water user-groups, based on their socio-economic status level (expressed in income, consumption, or other indicators) and respective water use. We consider that 1 liter of water does not have the same utility for different user groups, based on the principle of the diminishing marginal utility curve. As a result, the impact of water scarcity and mitigation measures will also play out differently for these different user groups.
The novel WGRI is being applied in the context of the WaterLOUPE approach[1], to the catchment of Sao Paolo, Lima, and Chennai.
[1] https://doi.org/10.5194/egusphere-egu2020-20505
How to cite: Taner, M. U., Hendiriks, D., Huesken, L., Mulder, N., Irato, D. M., Faneca Sànchez, M., Aalst, M. V., and Vermooten, S.: The Water Gap Risk Index – a novel approach for spatially distributed and sector-specific water scarcity risk calculations in urbanized catchments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14587, https://doi.org/10.5194/egusphere-egu21-14587, 2021.
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An increasing number of mega-cities, such as Cape Town, Lima, and São Paulo, are confronted with increasing droughts as well as an increase in water demand. Inevitably, this leads to increasing pressure on the available water resources and associated risks and economic impact for the water-dependent sectors (eg. drinking water supply, industry, energy production, agriculture, nature) and different user groups within the sectors (eg. low, middle- and high-income households, self-subsistence farmers, large farms). To address these problems and to develop targeted mitigation strategies, risk analyses are required that quantify the impact of water scarcity on the various sectors and users-groups in different parts of the catchment.
Here, we present the Water Gap Risk Index (WGRI) that quantifies water scarcity and its impacts on a variety of economic sectors and user groups. The WGRI provides a normalized score to reflect high spatial and temporal variability typical for urban catchments that apply to different settings and problems. Index calculation involves the combination of unmet water demand and its characteristics with socioeconomic aspects related to vulnerability and exposure. The Water Gap term quantifies water system performance over a defined time period taking into account the frequency, persistence, and severity of unmet water demand. Vulnerability metrics provide a score for each sector and user-group separately using context-specific vulnerability indicators of each sector and user-group.
In the novel WGRI special attention is paid to the vulnerability of different water user-groups, based on their socio-economic status level (expressed in income, consumption, or other indicators) and respective water use. We consider that 1 liter of water does not have the same utility for different user groups, based on the principle of the diminishing marginal utility curve. As a result, the impact of water scarcity and mitigation measures will also play out differently for these different user groups.
The novel WGRI is being applied in the context of the WaterLOUPE approach[1], to the catchment of Sao Paolo, Lima, and Chennai.
[1] https://doi.org/10.5194/egusphere-egu2020-20505
How to cite: Taner, M. U., Hendiriks, D., Huesken, L., Mulder, N., Irato, D. M., Faneca Sànchez, M., Aalst, M. V., and Vermooten, S.: The Water Gap Risk Index – a novel approach for spatially distributed and sector-specific water scarcity risk calculations in urbanized catchments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14587, https://doi.org/10.5194/egusphere-egu21-14587, 2021.
EGU21-12548 | vPICO presentations | NH9.10
Socio-hydrological modelling to manage and mitigate hydrological droughtsDoris E Wendt, John P Bloomfield, Anne F Van Loon, Joshua R Larsen, and David M Hannah
Managing water-human systems in times of water shortage and droughts is key to avoid overexploitation and reduce drought impacts. Drought policies are designed to structure water management response and avoid crisis management, aiming to sustain both environmental and anthropogenic water demand. However, the impact of drought policies on the hydrological cycle is rarely assessed. We developed a socio-hydrological model, simulating feedbacks between water availability and managed water use for 3 decades. Thereby, we aim to assess the impact of drought policies on both surface water and groundwater droughts. We tested this model in an idealised catchment driven by English climate data, representing English water resource management practices and drought policies. The model environment includes a surface water storage (reservoir), a range of hydrogeological conditions for the groundwater module, and an option to import surface water or groundwater that could all be used to satisfy anthropogenic and environmental water demand. Modelled scenarios represent four aspects of drought policies: 1) increased water supply, 2) restricted water use, 3) conjunctive water use, and 4) maintained environmental flow requirements that were evaluated in separate and combined scenarios. Results show that hydrological droughts are mitigated in scenarios applying conjunctive use, particularly in low groundwater storage systems. In high groundwater storage systems, maintaining environmental flows reduces hydrological droughts most, particularly for surface water droughts. Scenarios that gradually increase water supply or restrict water use have opposite impacts on droughts and these scenarios are in balance when combined according to the policies in the resources management plans. Most combined scenarios reduce the severity and occurrence of hydrological droughts, although the dependency on importing water increases, satisfying a third of the total anthropogenic water demand. The increased dependency on imported water shows the considerable pressure on water resources and the delicate balance of water-human systems during droughts that calls for short-term and long-term sustainability targets within drought policies.
How to cite: Wendt, D. E., Bloomfield, J. P., Van Loon, A. F., Larsen, J. R., and Hannah, D. M.: Socio-hydrological modelling to manage and mitigate hydrological droughts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12548, https://doi.org/10.5194/egusphere-egu21-12548, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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Managing water-human systems in times of water shortage and droughts is key to avoid overexploitation and reduce drought impacts. Drought policies are designed to structure water management response and avoid crisis management, aiming to sustain both environmental and anthropogenic water demand. However, the impact of drought policies on the hydrological cycle is rarely assessed. We developed a socio-hydrological model, simulating feedbacks between water availability and managed water use for 3 decades. Thereby, we aim to assess the impact of drought policies on both surface water and groundwater droughts. We tested this model in an idealised catchment driven by English climate data, representing English water resource management practices and drought policies. The model environment includes a surface water storage (reservoir), a range of hydrogeological conditions for the groundwater module, and an option to import surface water or groundwater that could all be used to satisfy anthropogenic and environmental water demand. Modelled scenarios represent four aspects of drought policies: 1) increased water supply, 2) restricted water use, 3) conjunctive water use, and 4) maintained environmental flow requirements that were evaluated in separate and combined scenarios. Results show that hydrological droughts are mitigated in scenarios applying conjunctive use, particularly in low groundwater storage systems. In high groundwater storage systems, maintaining environmental flows reduces hydrological droughts most, particularly for surface water droughts. Scenarios that gradually increase water supply or restrict water use have opposite impacts on droughts and these scenarios are in balance when combined according to the policies in the resources management plans. Most combined scenarios reduce the severity and occurrence of hydrological droughts, although the dependency on importing water increases, satisfying a third of the total anthropogenic water demand. The increased dependency on imported water shows the considerable pressure on water resources and the delicate balance of water-human systems during droughts that calls for short-term and long-term sustainability targets within drought policies.
How to cite: Wendt, D. E., Bloomfield, J. P., Van Loon, A. F., Larsen, J. R., and Hannah, D. M.: Socio-hydrological modelling to manage and mitigate hydrological droughts, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12548, https://doi.org/10.5194/egusphere-egu21-12548, 2021.
EGU21-5631 | vPICO presentations | NH9.10
Integrating adaptation dynamics in drought risk modelling: The case of smallholder farmers in KituiMarthe Wens, Anne van Loon, Moses Mwangi, Mike Johnson, Ted Veldkam, and Jeroen Aerts
Ongoing research to capture the socio-hydrologic feedbacks between human adaptation decisions and agricultural drought risk has brought agent-based modelling (ABM) tools to the foreground. We explored how such ABM can be used to integrate heterogeneous individual adaptive behaviour in a drought risk framework. Our ABM framework focuses on adaptation decisions (irrigation, land management) by individual farmers and their interaction with drought hazard, exposure and vulnerability. This framework enables us to more correctly reflect the dynamic nature of drought risk in time and space. Moreover, as the effectiveness of disaster risk reduction policies rests on the complexities of drought adaptive behaviour of the targeted group, we completed multiple data collection activities to understand the adaptation decisions of smallholder farmers under drought risk. These activities, inclusing smallholder farmer questionaires, choice experiments and stakeholder interviews, were based on behavioural theories and their links to socio-economic aspects in semi-arid Kenya, so we could assess what drivers and barriers determine the adoption of drought adaption measures in this context. Moreover, people’s preferences towards ex-ante cash transfers, timely extension services, tailored early-warning systems, and access to credit markets were tested.
The framework and data collection results were used to calibrate the decision rules in a new ABM (ADOPT), to simulate small-scale agricultural adaptation decisions in response to drought risk in the past. The protection motivation theory is compared with scenarios of no adaptation dynamics and of economic rationality, so as to test different behavioral assumptions. Capturing the spatio-temporal feedbacks between bounded-rational adaptation decisions by smallholder farmers and seasonal weather conditions, ADOPT is capable of mimicking the evolution of heterogeneous adaptation decisions and trends in historic yields over time. We show the benefit of assessing drought risk (poverty, food security and aid needs) on an individual household level. Additionally, we adjusted ADOPT to simulate how smallholder farmers in Kenya respond to drought policy interventions by the government and (future) drought events, explicitly modelling adoption incentives and constraints and the social interactions among farmers. As such, the effect of pro- and reactive top-down decisions by governmental institutions on the household and community vulnerability to droughts could be evaluated in order to find maximized effects on drought resilience.
How to cite: Wens, M., van Loon, A., Mwangi, M., Johnson, M., Veldkam, T., and Aerts, J.: Integrating adaptation dynamics in drought risk modelling: The case of smallholder farmers in Kitui, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5631, https://doi.org/10.5194/egusphere-egu21-5631, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Ongoing research to capture the socio-hydrologic feedbacks between human adaptation decisions and agricultural drought risk has brought agent-based modelling (ABM) tools to the foreground. We explored how such ABM can be used to integrate heterogeneous individual adaptive behaviour in a drought risk framework. Our ABM framework focuses on adaptation decisions (irrigation, land management) by individual farmers and their interaction with drought hazard, exposure and vulnerability. This framework enables us to more correctly reflect the dynamic nature of drought risk in time and space. Moreover, as the effectiveness of disaster risk reduction policies rests on the complexities of drought adaptive behaviour of the targeted group, we completed multiple data collection activities to understand the adaptation decisions of smallholder farmers under drought risk. These activities, inclusing smallholder farmer questionaires, choice experiments and stakeholder interviews, were based on behavioural theories and their links to socio-economic aspects in semi-arid Kenya, so we could assess what drivers and barriers determine the adoption of drought adaption measures in this context. Moreover, people’s preferences towards ex-ante cash transfers, timely extension services, tailored early-warning systems, and access to credit markets were tested.
The framework and data collection results were used to calibrate the decision rules in a new ABM (ADOPT), to simulate small-scale agricultural adaptation decisions in response to drought risk in the past. The protection motivation theory is compared with scenarios of no adaptation dynamics and of economic rationality, so as to test different behavioral assumptions. Capturing the spatio-temporal feedbacks between bounded-rational adaptation decisions by smallholder farmers and seasonal weather conditions, ADOPT is capable of mimicking the evolution of heterogeneous adaptation decisions and trends in historic yields over time. We show the benefit of assessing drought risk (poverty, food security and aid needs) on an individual household level. Additionally, we adjusted ADOPT to simulate how smallholder farmers in Kenya respond to drought policy interventions by the government and (future) drought events, explicitly modelling adoption incentives and constraints and the social interactions among farmers. As such, the effect of pro- and reactive top-down decisions by governmental institutions on the household and community vulnerability to droughts could be evaluated in order to find maximized effects on drought resilience.
How to cite: Wens, M., van Loon, A., Mwangi, M., Johnson, M., Veldkam, T., and Aerts, J.: Integrating adaptation dynamics in drought risk modelling: The case of smallholder farmers in Kitui, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5631, https://doi.org/10.5194/egusphere-egu21-5631, 2021.
EGU21-16436 | vPICO presentations | NH9.10 | Highlight
Leaving no country behind? How scale influences outcomes of drought risk assessmentsAlexandra L. Dudley, Isabel Meza, Gustavo Naumann, and Michael Hagenlocher
As drought risk is projected to increase in many countries around the world, global drought risk assessments incorporating hazard, exposure, and vulnerability are deemed to be useful to inform decisions on which countries should be targeted for the implementation of risk reduction, risk transfer, risk financing and adaptation strategies. This holds particularly true for existing climate change related financing mechanisms, such as the Adaptation Fund (AF), the Green Climate Fund (GCF) or the InsuResilience Solutions Fund (ISF), which have the mandate to concentrate on the “most vulnerable” or “most at-risk”, and therefore need comparative risk information. However, by virtue of the scale of assessment some countries and regions that experience the negative impacts of drought might not appear in the highest risk categories in global comparisons. This limits, and potentially biases, the ability of decision-makers, regional organisations or funding mechanisms to recognise which countries under their remit should be targeted for assistance.
This research aims to explore and overcome this issue by conducting an indicator-based drought risk assessment for agriculture at the global scale, compare these results to risk assessments for different clusters of countries of particular relevance for international climate and disaster risk policy, and discuss implications for decision making. Clusters of countries considered here include different World Bank income groups, UNFCCC Annex I and Non-Annex I countries, least developed countries (LDCs), the Vulnerable 20 (V20), as well as geographic regions. Additional clusters were created from countries that either rely on the agriculture sector in terms of their GDP, labor force, or are considered breadbaskets.
Our analysis revealed that when assessed on a global scale, the higher risk is concentrated in Africa, countries with a reliance on agriculture in employment, and low middle income countries. High income countries and Annex I countries display lower risk on average. However, when assessed by cluster, risk patterns change compared to the global assessment. The most change occurs in the High Income, Latin America and the Caribbean, and Breadbasket clusters of countries. The least amount of change is seen in the Non-Annex I and LDC countries. On an individual country level, some countries moved from a lower quintile of risk in the global assessment to the highest quintile in the cluster assessment. For example Romania and Serbia, not classified as high-risk in the global assessment, emerged in the highest quintile in the Europe cluster.
Findings of this study can be used directly by decision makers targeting regions or specific groups of countries for drought DRR planning or funding. More broadly, this analysis shows the importance of analysing risk at multiple scales, as different patterns emerge that could influence financial flows, decision making, and ultimately disaster risk outcomes.
How to cite: Dudley, A. L., Meza, I., Naumann, G., and Hagenlocher, M.: Leaving no country behind? How scale influences outcomes of drought risk assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16436, https://doi.org/10.5194/egusphere-egu21-16436, 2021.
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As drought risk is projected to increase in many countries around the world, global drought risk assessments incorporating hazard, exposure, and vulnerability are deemed to be useful to inform decisions on which countries should be targeted for the implementation of risk reduction, risk transfer, risk financing and adaptation strategies. This holds particularly true for existing climate change related financing mechanisms, such as the Adaptation Fund (AF), the Green Climate Fund (GCF) or the InsuResilience Solutions Fund (ISF), which have the mandate to concentrate on the “most vulnerable” or “most at-risk”, and therefore need comparative risk information. However, by virtue of the scale of assessment some countries and regions that experience the negative impacts of drought might not appear in the highest risk categories in global comparisons. This limits, and potentially biases, the ability of decision-makers, regional organisations or funding mechanisms to recognise which countries under their remit should be targeted for assistance.
This research aims to explore and overcome this issue by conducting an indicator-based drought risk assessment for agriculture at the global scale, compare these results to risk assessments for different clusters of countries of particular relevance for international climate and disaster risk policy, and discuss implications for decision making. Clusters of countries considered here include different World Bank income groups, UNFCCC Annex I and Non-Annex I countries, least developed countries (LDCs), the Vulnerable 20 (V20), as well as geographic regions. Additional clusters were created from countries that either rely on the agriculture sector in terms of their GDP, labor force, or are considered breadbaskets.
Our analysis revealed that when assessed on a global scale, the higher risk is concentrated in Africa, countries with a reliance on agriculture in employment, and low middle income countries. High income countries and Annex I countries display lower risk on average. However, when assessed by cluster, risk patterns change compared to the global assessment. The most change occurs in the High Income, Latin America and the Caribbean, and Breadbasket clusters of countries. The least amount of change is seen in the Non-Annex I and LDC countries. On an individual country level, some countries moved from a lower quintile of risk in the global assessment to the highest quintile in the cluster assessment. For example Romania and Serbia, not classified as high-risk in the global assessment, emerged in the highest quintile in the Europe cluster.
Findings of this study can be used directly by decision makers targeting regions or specific groups of countries for drought DRR planning or funding. More broadly, this analysis shows the importance of analysing risk at multiple scales, as different patterns emerge that could influence financial flows, decision making, and ultimately disaster risk outcomes.
How to cite: Dudley, A. L., Meza, I., Naumann, G., and Hagenlocher, M.: Leaving no country behind? How scale influences outcomes of drought risk assessments, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16436, https://doi.org/10.5194/egusphere-egu21-16436, 2021.
EGU21-16544 | vPICO presentations | NH9.10
A methodology for a participatory approach to the elaboration of drought risk management plans in small and medium townsLucia De Stefano, Jesús Vargas, Nuria Hernández-Mora, Alba Ballester, Tony Herrera, Abel Lacalle, and Pilar Paneque
Droughts are recurrent phenomena that are intrinsic to any climate. In Spain, as in many countries in the Mediterranean region, forecasts derived from climate change models predict an increase in the frequency and intensity of this type of phenomena. This makes even more necessary to focus efforts on strengthening social and institutional capacities through prevention, mitigation and adaptation strategies to mitigate the possible impacts of drought on the society and the environment. Despite the progress achieved at the scale of river basin districts and large municipalities, small and medium-sized towns often do not have drought risk management tools adapted to their specific needs. This study developed a participatory methodology for the elaboration of drought risk management plans in small and medium-sized towns. The methodology was tested and validated in three pilot municipalities: Madridejos (Toledo), Puente Genil (Córdoba) and Xàbia (Alicante). As a result, a methodological guide was developed to facilitate the preparation and adaptation of these plans to the different contexts, realities and needs of each municipality. The communication presents the key elements of this participatory methodology and the lessons learnt from the experience in the three pilot sites.
How to cite: De Stefano, L., Vargas, J., Hernández-Mora, N., Ballester, A., Herrera, T., Lacalle, A., and Paneque, P.: A methodology for a participatory approach to the elaboration of drought risk management plans in small and medium towns, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16544, https://doi.org/10.5194/egusphere-egu21-16544, 2021.
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Droughts are recurrent phenomena that are intrinsic to any climate. In Spain, as in many countries in the Mediterranean region, forecasts derived from climate change models predict an increase in the frequency and intensity of this type of phenomena. This makes even more necessary to focus efforts on strengthening social and institutional capacities through prevention, mitigation and adaptation strategies to mitigate the possible impacts of drought on the society and the environment. Despite the progress achieved at the scale of river basin districts and large municipalities, small and medium-sized towns often do not have drought risk management tools adapted to their specific needs. This study developed a participatory methodology for the elaboration of drought risk management plans in small and medium-sized towns. The methodology was tested and validated in three pilot municipalities: Madridejos (Toledo), Puente Genil (Córdoba) and Xàbia (Alicante). As a result, a methodological guide was developed to facilitate the preparation and adaptation of these plans to the different contexts, realities and needs of each municipality. The communication presents the key elements of this participatory methodology and the lessons learnt from the experience in the three pilot sites.
How to cite: De Stefano, L., Vargas, J., Hernández-Mora, N., Ballester, A., Herrera, T., Lacalle, A., and Paneque, P.: A methodology for a participatory approach to the elaboration of drought risk management plans in small and medium towns, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16544, https://doi.org/10.5194/egusphere-egu21-16544, 2021.
NH9.11 – Risk and Resilience at the Science-Policy-Practice Interface
EGU21-10941 | vPICO presentations | NH9.11 | Highlight
DisCoord: a serious game for co-creating knowledge for Disaster Risk ReductionGina Delima, Liesbet Jacobs, Maarten Loopmans, Mary Ekyaligonza, Clovis Kabaseke, Matthieu Kervyn, and Kewan Mertens
Effective disaster risk reduction (DRR) presupposes awareness among key stakeholders on the causal factors that exacerbate disaster risks as well as a feeling of ownership over proposed DRR measures. Yet, the prevailing top-down communication of risk and the expert-centered knowledge have a limited impact in bringing significant positive change. Serious games respond to the need for a community-based DRR approach as they encourage a collective recognition of societal issues and co-learning at the different levels of the DRR governance system. However, there is still a gap in understanding how serious games facilitate co-creation of knowledge. In this article, we first introduce a serious game, called DisCoord, as a public pedagogy tool that bridges diverse views and sets of knowledge of DRR stakeholders separated by spatial and socio-cultural domains. Second, through a qualitative method of analysis of the 10 game sessions in Uganda, we examine the factors and processes that influence knowledge co-creation. The game actors – game designers, game facilitators and players – primarily steer and influence the co-creation process. These actors have diverse pre-game views, which are expressed through the game rules, arguments, game strategies, and game outcomes, and are confronted within the public space provided by the game. We find that crises experienced during the game, real-life based arguments provided by the players and own interpretations by the players are key factors in the co-creation process. This study leads us to conclude that games like DisCoord are useful as public pedagogy intervention as they bring different forms of knowledge together in a public space and facilitate co-learning. This paper also contends that countering a top-down approach of risk communication using a public pedagogy approach requires an openness towards the unpredictable, de-centered DRR, and plural co-learning outcomes.
How to cite: Delima, G., Jacobs, L., Loopmans, M., Ekyaligonza, M., Kabaseke, C., Kervyn, M., and Mertens, K.: DisCoord: a serious game for co-creating knowledge for Disaster Risk Reduction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10941, https://doi.org/10.5194/egusphere-egu21-10941, 2021.
Effective disaster risk reduction (DRR) presupposes awareness among key stakeholders on the causal factors that exacerbate disaster risks as well as a feeling of ownership over proposed DRR measures. Yet, the prevailing top-down communication of risk and the expert-centered knowledge have a limited impact in bringing significant positive change. Serious games respond to the need for a community-based DRR approach as they encourage a collective recognition of societal issues and co-learning at the different levels of the DRR governance system. However, there is still a gap in understanding how serious games facilitate co-creation of knowledge. In this article, we first introduce a serious game, called DisCoord, as a public pedagogy tool that bridges diverse views and sets of knowledge of DRR stakeholders separated by spatial and socio-cultural domains. Second, through a qualitative method of analysis of the 10 game sessions in Uganda, we examine the factors and processes that influence knowledge co-creation. The game actors – game designers, game facilitators and players – primarily steer and influence the co-creation process. These actors have diverse pre-game views, which are expressed through the game rules, arguments, game strategies, and game outcomes, and are confronted within the public space provided by the game. We find that crises experienced during the game, real-life based arguments provided by the players and own interpretations by the players are key factors in the co-creation process. This study leads us to conclude that games like DisCoord are useful as public pedagogy intervention as they bring different forms of knowledge together in a public space and facilitate co-learning. This paper also contends that countering a top-down approach of risk communication using a public pedagogy approach requires an openness towards the unpredictable, de-centered DRR, and plural co-learning outcomes.
How to cite: Delima, G., Jacobs, L., Loopmans, M., Ekyaligonza, M., Kabaseke, C., Kervyn, M., and Mertens, K.: DisCoord: a serious game for co-creating knowledge for Disaster Risk Reduction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10941, https://doi.org/10.5194/egusphere-egu21-10941, 2021.
EGU21-12644 | vPICO presentations | NH9.11
Interreg Atlantic Area AGEO Project – Explaining natural hazards and the role of citizen observatories through storytellingAriadna Ortega Rodriguez, Rui Carrilho Gomes, Vitor Correia, Cláudia Pinto, Balazs Bodó, and Adrienn Cseko
The Platform for Atlantic Geohazard Risk Management (AGEO) is a project co-financed under the Interreg Programme for the Atlantic Area that aims to launch five Citizens’ Observatory pilots on geohazards according to regional priorities:
- Citizens’ observatory on rockfalls and rockfall-triggers in the Canary Islands, Spain
- Citizens’ observatory on rockfalls and rockfall-triggers in Giants' Causeway and Carrick-a-rede, Northern Ireland
- Multihazard Citizens Observatory in Lisbon, Portugal
- Citizens’ observatory of slope instability monitoring in Madeira island, Portugal
- Citizens’ observatory of vulnerability to coastal Risks in Brittany, france
These pilots will demonstrate how citizens’ involvement in geohazard risks prevention can strengthen regional and national risk management systems. The consortium is led by the Instituto Superior Técnico (Portugal) andcounts with several other partners from Portugal, Spain, France, Ireland and the United Kingdom.
Experiences gained during the implementation of the Citizens’ Observatory pilots will be used to formulate recommendations for the creation of future observatories in response to the widest range of hazards (both natural and human-induced) faced in the Atlantic region. Engaging citizens in Citizens Observatories requires the development of outreach strategies seeking to understand expectations and develop attitudes, behaviours and competencies relevant for the aims and activities of the observatories.
The AGEO Consortium identified and targeted relevant stakeholders using Mendelow’s (1991) power-interest matrix, and developed perceptual maps of stakeholders, adapted for each of the five Citizens’ Observatory pilots. This approach was the basis for the development of tailored value propositions formulated to raise awareness on geohazards and mobilize citizens participation.
AGEO is also using storytelling to inspire the general public to action and emotionally implicate non-specialised audiences. This approach is being used to educate children at school age and to reach their parents (in the pilot regions).
Mendelow, A. L., 1991. Environmental Scanning: The Impact of the Stakeholder Concept. Proceedings from the Second International Conference on Information Systems 407-418. Cambridge, MA.https://aisel.aisnet.org/icis1981/20/
How to cite: Ortega Rodriguez, A., Carrilho Gomes, R., Correia, V., Pinto, C., Bodó, B., and Cseko, A.: Interreg Atlantic Area AGEO Project – Explaining natural hazards and the role of citizen observatories through storytelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12644, https://doi.org/10.5194/egusphere-egu21-12644, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Platform for Atlantic Geohazard Risk Management (AGEO) is a project co-financed under the Interreg Programme for the Atlantic Area that aims to launch five Citizens’ Observatory pilots on geohazards according to regional priorities:
- Citizens’ observatory on rockfalls and rockfall-triggers in the Canary Islands, Spain
- Citizens’ observatory on rockfalls and rockfall-triggers in Giants' Causeway and Carrick-a-rede, Northern Ireland
- Multihazard Citizens Observatory in Lisbon, Portugal
- Citizens’ observatory of slope instability monitoring in Madeira island, Portugal
- Citizens’ observatory of vulnerability to coastal Risks in Brittany, france
These pilots will demonstrate how citizens’ involvement in geohazard risks prevention can strengthen regional and national risk management systems. The consortium is led by the Instituto Superior Técnico (Portugal) andcounts with several other partners from Portugal, Spain, France, Ireland and the United Kingdom.
Experiences gained during the implementation of the Citizens’ Observatory pilots will be used to formulate recommendations for the creation of future observatories in response to the widest range of hazards (both natural and human-induced) faced in the Atlantic region. Engaging citizens in Citizens Observatories requires the development of outreach strategies seeking to understand expectations and develop attitudes, behaviours and competencies relevant for the aims and activities of the observatories.
The AGEO Consortium identified and targeted relevant stakeholders using Mendelow’s (1991) power-interest matrix, and developed perceptual maps of stakeholders, adapted for each of the five Citizens’ Observatory pilots. This approach was the basis for the development of tailored value propositions formulated to raise awareness on geohazards and mobilize citizens participation.
AGEO is also using storytelling to inspire the general public to action and emotionally implicate non-specialised audiences. This approach is being used to educate children at school age and to reach their parents (in the pilot regions).
Mendelow, A. L., 1991. Environmental Scanning: The Impact of the Stakeholder Concept. Proceedings from the Second International Conference on Information Systems 407-418. Cambridge, MA.https://aisel.aisnet.org/icis1981/20/
How to cite: Ortega Rodriguez, A., Carrilho Gomes, R., Correia, V., Pinto, C., Bodó, B., and Cseko, A.: Interreg Atlantic Area AGEO Project – Explaining natural hazards and the role of citizen observatories through storytelling, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12644, https://doi.org/10.5194/egusphere-egu21-12644, 2021.
EGU21-6684 | vPICO presentations | NH9.11
Mobile Flood Data Walk as a didactic approach for flood data collection: case study in Stalos, Crete, GreeceAnthi-Eirini Vozinaki and George Karatzas
This work introduces an innovative participatory approach for extreme events’ data collection training, which targets young scientists and specifically Engineering students. In the context of this action, students are trained in an exploratory method of data gathering by their active participation and their direct contact with the inhabitants of the flood-prone area. It aims at a comprehensive data collection process, significant before setting any hydrologic or hydraulic computation modelling scheme or performing a flood simulation analysis. The collected data form the key input in sophisticated models that assess and manage flood risk, simulate, forecast risk zones and/or create flood maps. The participatory data collection process, called Mobile Flood Data Walk, has already been implemented in previous case studies. However, herein, the Flood Data Walk is applied for the first time in a Cretan study site as a didactic approach for students. Specifically, the in-situ interactive data collection event was held in Stalos watershed, in Crete, Greece, which is often exposed to flooding, on June 19, 2019. Fourteen undergraduate students participated by sharing knowledge, walking and talking and/or creating maps. They were not given specific guidelines. They had a digital Google map of the study area on their mobile phone. The groups of students or individual students followed undetermined routes in every direction. As they were moving on foot, participants were asked to explore and uncover information, photos, maps or flooding clues within the place. They were asked to observe and search for visual cues of flooding, consider or/and brainstorm together questions about the data found in the landscape and the data collected within the current walk, that cannot be collected by sensors and devices. During the walk students were also highly encouraged to interact and listen to the aspects of the local people who have actually experienced flooding in the study area and, therefore, own significant empirical knowledge on floods. Afterwards, students were gathered and narrated their observations and comments. They brainstormed the possibilities for creative responses and they, finally, filled in an online interactive questionnaire on Kahoot! platform, a game-based learning tool. They left their feedback from their walking experience and as a result a rich list of information, pictures, thoughts and reports on landscape was collected. It is a fact that the concept of moving through the place develops experiential learning which is critical on knowledge building. Moreover, engaging people who live with flooding with those who are working to develop flood management tools and methods offers potential for gathering meaningful insights and data, which can be very constructive for candidates’ engineers-decision makers in the field of extreme flood events’ management.
Keywords: Flood data collection; Students’ training methods; Flood Data Walk
This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme «Human Resources Development, Education and Lifelong Learning» in the context of the project “Reinforcement of Postdoctoral Researchers - 2nd Cycle” (MIS-5033021), implemented by the State Scholarships Foundation (ΙΚΥ).
How to cite: Vozinaki, A.-E. and Karatzas, G.: Mobile Flood Data Walk as a didactic approach for flood data collection: case study in Stalos, Crete, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6684, https://doi.org/10.5194/egusphere-egu21-6684, 2021.
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Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
This work introduces an innovative participatory approach for extreme events’ data collection training, which targets young scientists and specifically Engineering students. In the context of this action, students are trained in an exploratory method of data gathering by their active participation and their direct contact with the inhabitants of the flood-prone area. It aims at a comprehensive data collection process, significant before setting any hydrologic or hydraulic computation modelling scheme or performing a flood simulation analysis. The collected data form the key input in sophisticated models that assess and manage flood risk, simulate, forecast risk zones and/or create flood maps. The participatory data collection process, called Mobile Flood Data Walk, has already been implemented in previous case studies. However, herein, the Flood Data Walk is applied for the first time in a Cretan study site as a didactic approach for students. Specifically, the in-situ interactive data collection event was held in Stalos watershed, in Crete, Greece, which is often exposed to flooding, on June 19, 2019. Fourteen undergraduate students participated by sharing knowledge, walking and talking and/or creating maps. They were not given specific guidelines. They had a digital Google map of the study area on their mobile phone. The groups of students or individual students followed undetermined routes in every direction. As they were moving on foot, participants were asked to explore and uncover information, photos, maps or flooding clues within the place. They were asked to observe and search for visual cues of flooding, consider or/and brainstorm together questions about the data found in the landscape and the data collected within the current walk, that cannot be collected by sensors and devices. During the walk students were also highly encouraged to interact and listen to the aspects of the local people who have actually experienced flooding in the study area and, therefore, own significant empirical knowledge on floods. Afterwards, students were gathered and narrated their observations and comments. They brainstormed the possibilities for creative responses and they, finally, filled in an online interactive questionnaire on Kahoot! platform, a game-based learning tool. They left their feedback from their walking experience and as a result a rich list of information, pictures, thoughts and reports on landscape was collected. It is a fact that the concept of moving through the place develops experiential learning which is critical on knowledge building. Moreover, engaging people who live with flooding with those who are working to develop flood management tools and methods offers potential for gathering meaningful insights and data, which can be very constructive for candidates’ engineers-decision makers in the field of extreme flood events’ management.
Keywords: Flood data collection; Students’ training methods; Flood Data Walk
This research is co-financed by Greece and the European Union (European Social Fund- ESF) through the Operational Programme «Human Resources Development, Education and Lifelong Learning» in the context of the project “Reinforcement of Postdoctoral Researchers - 2nd Cycle” (MIS-5033021), implemented by the State Scholarships Foundation (ΙΚΥ).
How to cite: Vozinaki, A.-E. and Karatzas, G.: Mobile Flood Data Walk as a didactic approach for flood data collection: case study in Stalos, Crete, Greece, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6684, https://doi.org/10.5194/egusphere-egu21-6684, 2021.
EGU21-9871 | vPICO presentations | NH9.11
The Complexities in Risk Communication for Flood Early Warning System in Nepal and India.Gaurab Sagar Dawadi
The Early Warning System (EWS) is recognized as a crucial mechanism for disaster risk reduction. Despite advances in technologies, the biggest shortcoming of EWS is that risk information is still failing to reach the people at risk in developing countries like Nepal and India. This presentation is based on the qualitative analysis of 90 interviews conducted for my Ph.D. thesis, in the Kosi River basin, across the Nepal-India border. Annually the Kosi River and its tributaries cause widespread flooding and inundation in Nepal and India. Recently, significant advancements have occurred in the sector of risk communication for Flood-EWS in Nepal and India. Government institutions use mobile text messages, web-based Apps, flood bulletins, and other measures to inform people about the flood. Despite the efforts, significant challenges were observed in the information outreach, especially to the women and vulnerable people living in the study area. Challenges were also identified in understanding the received text messages by flood vulnerable people, and spatially relating the information about river depth for their evacuation decision. Recommendations were made for inclusive and people-centered EWS based on Impact based forecasting as well as on awareness-raising activities through mobile applications.
How to cite: Dawadi, G. S.: The Complexities in Risk Communication for Flood Early Warning System in Nepal and India., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9871, https://doi.org/10.5194/egusphere-egu21-9871, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The Early Warning System (EWS) is recognized as a crucial mechanism for disaster risk reduction. Despite advances in technologies, the biggest shortcoming of EWS is that risk information is still failing to reach the people at risk in developing countries like Nepal and India. This presentation is based on the qualitative analysis of 90 interviews conducted for my Ph.D. thesis, in the Kosi River basin, across the Nepal-India border. Annually the Kosi River and its tributaries cause widespread flooding and inundation in Nepal and India. Recently, significant advancements have occurred in the sector of risk communication for Flood-EWS in Nepal and India. Government institutions use mobile text messages, web-based Apps, flood bulletins, and other measures to inform people about the flood. Despite the efforts, significant challenges were observed in the information outreach, especially to the women and vulnerable people living in the study area. Challenges were also identified in understanding the received text messages by flood vulnerable people, and spatially relating the information about river depth for their evacuation decision. Recommendations were made for inclusive and people-centered EWS based on Impact based forecasting as well as on awareness-raising activities through mobile applications.
How to cite: Dawadi, G. S.: The Complexities in Risk Communication for Flood Early Warning System in Nepal and India., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9871, https://doi.org/10.5194/egusphere-egu21-9871, 2021.
EGU21-16370 | vPICO presentations | NH9.11
Lost in Translation? Exploring the journey from press releases to news articles and mainstream media during volcanic crises, and its impact on public perceptions.Elena Jones, Natasha Dowey, Rebecca Williams, and Lewis Holloway
During a volcanic crisis, effective communication between volcano observatories, local government, civil defence authorities, the media and the public is crucial in ensuring the safe management of the situation. A breakdown in this chain of communication may lead to unsafe behaviours, mistrust of authorities, economic impacts, anxiety, or at worst, fatalities (see Williams and Krippner, 2019). Over the past 100 years, various stakeholders have made progress in volcanic crisis communication, but the 21st century presents significant challenges (Fearnley et al. 2017). The world in which we communicate has changed rapidly in recent years; information from official bodies can be posted, shared, translated, re-interpreted and disseminated rapidly via online news outlets and social media. Widespread use of the internet means crises communications must now be fast paced and sustained, pushing the limits of those working in internal communication (Driedger et al., 2008). The modern drive of journalism to create different angles and interesting ‘stories’ can lead to conflicting comments from multiple sources, which could cause public doubt about how well a hazard is being monitored and managed (McGuire et al, 2009). This project aims to better understand how the ‘translation’ of press releases by the mainstream media impacts the behaviours and perceptions of the local and global community during a volcanic crisis. To achieve this aim, the project will focus on two research questions:
1. How is the language used in volcanic crisis press releases variably ‘translated’ into mainstream media?
2. How is this language viewed and interpreted by the general public, and what impact does it have on perceptions of volcanic hazards, risk and uncertainty?
This project will use two methodologies. Firstly, press releases and their associated media be analysed to assess how information becomes translated and adapted. The communication of volcanic crisis information will be categorised and compared across different countries, languages, types of volcanism, and types of media, using recent case studies (e.g. Hawaii 2018 and Agung 2017). The second stage will investigate the impact of the translation/adaption of press releases by various media channels on public perceptions. Two focus groups will be carried out to provide a comparison; one group will read materials from the original press release and the other from social media/news articles. Both groups will then answer the same set of questions, allowing for critical comparison. This research will develop understanding of the power of modern communication to influence the public during volcanic crises. It will provide insights into how press releases are translated, with the potential to provide important learnings for the organisations that create and distribute them.
References Bird et al. (2012) Australian Journal of Emergency Management. (1) Driedger et al. (2008) USGS Professional Paper 1750. Fearnley et al. (2017) https://doi.org/10.1007/11157_2017_28 McGuire et al. (2009) https://doi.org/10.1016/j.jvolgeores.2009.02.019 Williams and Krippner (2019) https://doi.org/10.30909/vol.01.02.i-viii
How to cite: Jones, E., Dowey, N., Williams, R., and Holloway, L.: Lost in Translation? Exploring the journey from press releases to news articles and mainstream media during volcanic crises, and its impact on public perceptions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16370, https://doi.org/10.5194/egusphere-egu21-16370, 2021.
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During a volcanic crisis, effective communication between volcano observatories, local government, civil defence authorities, the media and the public is crucial in ensuring the safe management of the situation. A breakdown in this chain of communication may lead to unsafe behaviours, mistrust of authorities, economic impacts, anxiety, or at worst, fatalities (see Williams and Krippner, 2019). Over the past 100 years, various stakeholders have made progress in volcanic crisis communication, but the 21st century presents significant challenges (Fearnley et al. 2017). The world in which we communicate has changed rapidly in recent years; information from official bodies can be posted, shared, translated, re-interpreted and disseminated rapidly via online news outlets and social media. Widespread use of the internet means crises communications must now be fast paced and sustained, pushing the limits of those working in internal communication (Driedger et al., 2008). The modern drive of journalism to create different angles and interesting ‘stories’ can lead to conflicting comments from multiple sources, which could cause public doubt about how well a hazard is being monitored and managed (McGuire et al, 2009). This project aims to better understand how the ‘translation’ of press releases by the mainstream media impacts the behaviours and perceptions of the local and global community during a volcanic crisis. To achieve this aim, the project will focus on two research questions:
1. How is the language used in volcanic crisis press releases variably ‘translated’ into mainstream media?
2. How is this language viewed and interpreted by the general public, and what impact does it have on perceptions of volcanic hazards, risk and uncertainty?
This project will use two methodologies. Firstly, press releases and their associated media be analysed to assess how information becomes translated and adapted. The communication of volcanic crisis information will be categorised and compared across different countries, languages, types of volcanism, and types of media, using recent case studies (e.g. Hawaii 2018 and Agung 2017). The second stage will investigate the impact of the translation/adaption of press releases by various media channels on public perceptions. Two focus groups will be carried out to provide a comparison; one group will read materials from the original press release and the other from social media/news articles. Both groups will then answer the same set of questions, allowing for critical comparison. This research will develop understanding of the power of modern communication to influence the public during volcanic crises. It will provide insights into how press releases are translated, with the potential to provide important learnings for the organisations that create and distribute them.
References Bird et al. (2012) Australian Journal of Emergency Management. (1) Driedger et al. (2008) USGS Professional Paper 1750. Fearnley et al. (2017) https://doi.org/10.1007/11157_2017_28 McGuire et al. (2009) https://doi.org/10.1016/j.jvolgeores.2009.02.019 Williams and Krippner (2019) https://doi.org/10.30909/vol.01.02.i-viii
How to cite: Jones, E., Dowey, N., Williams, R., and Holloway, L.: Lost in Translation? Exploring the journey from press releases to news articles and mainstream media during volcanic crises, and its impact on public perceptions., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16370, https://doi.org/10.5194/egusphere-egu21-16370, 2021.
EGU21-15315 | vPICO presentations | NH9.11
Is heat a hot topic? – Exploring risk perception, risk communication, and adaptation to heat stress with a household surveyAnna Heidenreich and Annegret Thieken
Due to the ongoing climate change heat waves increase in numbers and in duration in Germany. Extreme heat poses a massive health threat, in particular if no or maladaptive behaviour is shown.
In summer and autumn 2019, we conducted a household survey on personal perceptions of heat stress. In total, 1.417 people from three different German cities participated via telephone or online. Based on the Protective Action Decision Model (PADM), which we adapted to heat hazard, we analysed links between risk perception, different context factors, perceptions of social stakeholders, different heat warning formats, and adaptation behaviour/intention. For statistical evaluation, correlation analyses, ANOVA, and regression analyses were executed.
People with higher climate change beliefs were more aware about heat warnings, reported higher negative impacts of heat stress on their health and everyday life and esteemed stakeholders from the health, care and social sector as responsible to carry out protection measures against heat. ANOVAs showed that the presentation of action recommendations along with official heat warnings leads to higher adaptation intentions. Correlation and regression analyses reveal connections between climate change beliefs and heat risk perceptions, other context factors and adaptation. PADM proves to be a useful framework for heat risk perceptions and behaviour and can be recommended to risk managers. To foster risk awareness and private adaptation measures further, tailored risk communication strategies need to be developed and evaluated.
How to cite: Heidenreich, A. and Thieken, A.: Is heat a hot topic? – Exploring risk perception, risk communication, and adaptation to heat stress with a household survey, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15315, https://doi.org/10.5194/egusphere-egu21-15315, 2021.
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Due to the ongoing climate change heat waves increase in numbers and in duration in Germany. Extreme heat poses a massive health threat, in particular if no or maladaptive behaviour is shown.
In summer and autumn 2019, we conducted a household survey on personal perceptions of heat stress. In total, 1.417 people from three different German cities participated via telephone or online. Based on the Protective Action Decision Model (PADM), which we adapted to heat hazard, we analysed links between risk perception, different context factors, perceptions of social stakeholders, different heat warning formats, and adaptation behaviour/intention. For statistical evaluation, correlation analyses, ANOVA, and regression analyses were executed.
People with higher climate change beliefs were more aware about heat warnings, reported higher negative impacts of heat stress on their health and everyday life and esteemed stakeholders from the health, care and social sector as responsible to carry out protection measures against heat. ANOVAs showed that the presentation of action recommendations along with official heat warnings leads to higher adaptation intentions. Correlation and regression analyses reveal connections between climate change beliefs and heat risk perceptions, other context factors and adaptation. PADM proves to be a useful framework for heat risk perceptions and behaviour and can be recommended to risk managers. To foster risk awareness and private adaptation measures further, tailored risk communication strategies need to be developed and evaluated.
How to cite: Heidenreich, A. and Thieken, A.: Is heat a hot topic? – Exploring risk perception, risk communication, and adaptation to heat stress with a household survey, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15315, https://doi.org/10.5194/egusphere-egu21-15315, 2021.
EGU21-15597 | vPICO presentations | NH9.11
Volcanic risk communication challenges in the global south: the case of Goma, Eastern Democratic Republic of CongoBlaise Mafuko Nyandwi, Matthieu Kervyn, François Muhashy Habiyaremye, François Kervyn, and Caroline Michellier
The city of Goma is located in the eastern region of the Democratic Republic of Congo. With around one million inhabitants, it is built on lava flows, 15 km south of the active Nyiragongo volcano. Historically, the town was affected twice by eruptions, in 1977 and 2002 and severe destructions were reported. At that time, no volcanic risk preparedness and management tools had been implemented, and communication during and after the eruption was not consistent enough to avoid panic and human casualties. Without an appropriate and accurate risk communication, people may adopt a behavior which can put them at risk, by increasing their vulnerability. Nineteen years after the last disaster, risk management still have to develop an effective risk preparedness strategy and integrate risk awareness raising tools. The aim of this ongoing doctoral research is the assessment of risk culture, building upon a risk perception assessment and identification of risk reduction measures to be enhanced.
A survey of 2224 adults among the general population of Goma was conducted in eight representative neighborhoods in order to assess the risk perception, the experience of the risk communication as well as the risk preparedness of inhabitants. We here present a first analysis of the results regarding the risk communication challenges. Goma is a dynamic town with a young population (80% are under 45 years old), living in relatively poor and large family (51% of households have 4-7 members and 31% 8-11 members; 57% of household have an income between 0-250$), with rather low education (47% is secondary level and 34% graduated). Language is one of the volcanic risk communication challenges in Goma: apart from French as the official language, Swahili as local, and English imposed by the large humanitarian sector, there are many dialects. Moreover, most communication tools are informal (social networks, friends and relatives…) and inhabitants mostly look for information on religion (22%), health (15%) and politics (12%), but not so much about risk reduction. Local radio (24%), television (14,5%) and social networks (13%) are the most preferred information channels. The city of Goma is also very dynamic: with a high migration rate, the population is growing and renewing itself regularly, to the point that risk communication must take into account the newcomers in order to be efficient. Additionally, our survey shows that experience of disasters and trust in decision-makers also provide a basis for effective risk communication.
By presenting, as examples, the communication chain during the 2002 Nyiragongo eruption, as well as a more recent example of miscommunication due to the publication, in the general public press, of a scientific article with significant uncertainties in eruption forecast modelling (leading to misinterpretation by non-expert readers), we will demonstrate that the cascading reactions may have consequences putting risk decision-makers and scientists in a difficult position, by provoking a feeling of mistrust and doubt among the population. Based on the Goma case study, we will show that risk communication in the global south is a major risk management challenge with complex issues.
How to cite: Mafuko Nyandwi, B., Kervyn, M., Muhashy Habiyaremye, F., Kervyn, F., and Michellier, C.: Volcanic risk communication challenges in the global south: the case of Goma, Eastern Democratic Republic of Congo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15597, https://doi.org/10.5194/egusphere-egu21-15597, 2021.
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The city of Goma is located in the eastern region of the Democratic Republic of Congo. With around one million inhabitants, it is built on lava flows, 15 km south of the active Nyiragongo volcano. Historically, the town was affected twice by eruptions, in 1977 and 2002 and severe destructions were reported. At that time, no volcanic risk preparedness and management tools had been implemented, and communication during and after the eruption was not consistent enough to avoid panic and human casualties. Without an appropriate and accurate risk communication, people may adopt a behavior which can put them at risk, by increasing their vulnerability. Nineteen years after the last disaster, risk management still have to develop an effective risk preparedness strategy and integrate risk awareness raising tools. The aim of this ongoing doctoral research is the assessment of risk culture, building upon a risk perception assessment and identification of risk reduction measures to be enhanced.
A survey of 2224 adults among the general population of Goma was conducted in eight representative neighborhoods in order to assess the risk perception, the experience of the risk communication as well as the risk preparedness of inhabitants. We here present a first analysis of the results regarding the risk communication challenges. Goma is a dynamic town with a young population (80% are under 45 years old), living in relatively poor and large family (51% of households have 4-7 members and 31% 8-11 members; 57% of household have an income between 0-250$), with rather low education (47% is secondary level and 34% graduated). Language is one of the volcanic risk communication challenges in Goma: apart from French as the official language, Swahili as local, and English imposed by the large humanitarian sector, there are many dialects. Moreover, most communication tools are informal (social networks, friends and relatives…) and inhabitants mostly look for information on religion (22%), health (15%) and politics (12%), but not so much about risk reduction. Local radio (24%), television (14,5%) and social networks (13%) are the most preferred information channels. The city of Goma is also very dynamic: with a high migration rate, the population is growing and renewing itself regularly, to the point that risk communication must take into account the newcomers in order to be efficient. Additionally, our survey shows that experience of disasters and trust in decision-makers also provide a basis for effective risk communication.
By presenting, as examples, the communication chain during the 2002 Nyiragongo eruption, as well as a more recent example of miscommunication due to the publication, in the general public press, of a scientific article with significant uncertainties in eruption forecast modelling (leading to misinterpretation by non-expert readers), we will demonstrate that the cascading reactions may have consequences putting risk decision-makers and scientists in a difficult position, by provoking a feeling of mistrust and doubt among the population. Based on the Goma case study, we will show that risk communication in the global south is a major risk management challenge with complex issues.
How to cite: Mafuko Nyandwi, B., Kervyn, M., Muhashy Habiyaremye, F., Kervyn, F., and Michellier, C.: Volcanic risk communication challenges in the global south: the case of Goma, Eastern Democratic Republic of Congo, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15597, https://doi.org/10.5194/egusphere-egu21-15597, 2021.
EGU21-8318 | vPICO presentations | NH9.11
Effective Uncertainty Visualization for Aftershock Forecast MapsMax Schneider, Michelle McDowell, Peter Guttorp, E. Ashley Steel, and Nadine Fleischhut
Seismicity rate estimates and the earthquake forecasts they yield vary spatially and are usually represented as heat maps. While visualization literature suggests that displaying forecast uncertainty can improve how forecast maps are used, research on uncertainty visualization (UV) is missing from earthquake science. We present a pre-registered online experiment to test the effectiveness of three UV techniques for displaying aftershock forecasts. These maps show the expected number of aftershocks at each location for a week following a hypothetical mainshock, and we develop maps of the uncertainty around each location’s forecast. Human participants complete experimental tasks using the aftershock forecast displayed with its uncertainty. Three different UVs are producted: (1) forecast and uncertainty maps adjacent to one another; (2) the forecast map depicted in a color scheme, with the uncertainty shown by the transparency of the color; (3) two maps that show the lower and upper bound of the forecast distriubiton at each location. We compare task performance using UVs and using the forecast map shown without its uncertainty (the current practice). Subjects complete two map-reading tasks that target several dimensions of the readability of the three UVs. They then perform a comparative prediction task, which demonstrates whether a UV is successful in reaching two key communication goals: indicating where an aftershock and no aftershocks are likely (“sure bets’’) and where the forecast is low but the uncertainty is high enough to imply potential risk (“potential surprises’’). All UVs perform equally well in the goal of communicating “sure bet’’ situations. But the UV with lower and upper bounds is significantly better than the other UVs at communicating “potential surprises.” We discuss the implications of these results for communication of forecast uncertainty within and beyond earthquake science.
How to cite: Schneider, M., McDowell, M., Guttorp, P., Steel, E. A., and Fleischhut, N.: Effective Uncertainty Visualization for Aftershock Forecast Maps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8318, https://doi.org/10.5194/egusphere-egu21-8318, 2021.
Seismicity rate estimates and the earthquake forecasts they yield vary spatially and are usually represented as heat maps. While visualization literature suggests that displaying forecast uncertainty can improve how forecast maps are used, research on uncertainty visualization (UV) is missing from earthquake science. We present a pre-registered online experiment to test the effectiveness of three UV techniques for displaying aftershock forecasts. These maps show the expected number of aftershocks at each location for a week following a hypothetical mainshock, and we develop maps of the uncertainty around each location’s forecast. Human participants complete experimental tasks using the aftershock forecast displayed with its uncertainty. Three different UVs are producted: (1) forecast and uncertainty maps adjacent to one another; (2) the forecast map depicted in a color scheme, with the uncertainty shown by the transparency of the color; (3) two maps that show the lower and upper bound of the forecast distriubiton at each location. We compare task performance using UVs and using the forecast map shown without its uncertainty (the current practice). Subjects complete two map-reading tasks that target several dimensions of the readability of the three UVs. They then perform a comparative prediction task, which demonstrates whether a UV is successful in reaching two key communication goals: indicating where an aftershock and no aftershocks are likely (“sure bets’’) and where the forecast is low but the uncertainty is high enough to imply potential risk (“potential surprises’’). All UVs perform equally well in the goal of communicating “sure bet’’ situations. But the UV with lower and upper bounds is significantly better than the other UVs at communicating “potential surprises.” We discuss the implications of these results for communication of forecast uncertainty within and beyond earthquake science.
How to cite: Schneider, M., McDowell, M., Guttorp, P., Steel, E. A., and Fleischhut, N.: Effective Uncertainty Visualization for Aftershock Forecast Maps, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8318, https://doi.org/10.5194/egusphere-egu21-8318, 2021.
EGU21-7790 | vPICO presentations | NH9.11
Let not perfection be the enemy of progress: Developing a measurement framework fit for Dominica's resilience ambitionEmily Wilkinson
EGU21-13202 | vPICO presentations | NH9.11
The Two-order risk framework: A spatial assessment of risks associated with Covid-19 in the European Union (EU)Simon Schütze and Jonathan Hassel
The fast spread of SARS-CoV-2 made non-pharmaceutical interventions, such as the closure of schools and national lockdowns, necessary. These containment measures are essential to protect the health and safety of the people, while simultaneously posing a potential threat to the functioning of other aspects of society e.g., the economy, social life, or physical and mental health.
The connection of the risks directly imposed by the hazard (in this case a pandemic) and the indirect risks imposed by coping and adaptation measures is not well captured by existing multi/risk frameworks. Additional to the emerging multi-risk frameworks around concepts of cascading, conjoint or compounded risk, a framework is needed that focusses on the socially constructed risk as a direct response to the risk of the natural hazard itself. Building on the first- and second-order of adaptation concept by Birkmann (2011), this paper develops the “Two-order risk framework” for structurally assessing both interconnected risks. This framework can be applied for indicator-based spatial risk analysis of numerous types of disasters that are accompanied by prolonged coping or adaptation phases.
Here, the framework is employed to quantify the risk of COVID-19 for all EU member states. It conceptualises the risk of immediate impacts due to SARS-CoV-2 (first-order risk) as well as the risk of impacts of containment (second-order risk) measures by assessing the hazard/exposure, vulnerability and coping capacity in each order of risk. Both orders of risk are affected and connected by the specific risk management capacities of a country. Higher risk management capacity can decrease the threat of SARS-CoV-2, while poor risk management capacity can increase the threat of harmful containment measures. For assessing risk management capacity, governance-related indicators play a central role. The findings reveal that Malta, Luxemburg, and Denmark have a significantly lower second-order risk than first-order risk. The opposite is true for Latvia, Poland and Ireland. For the goal of reducing the overall risk, the policy advice given to states with a high first-order risk must be substantially different than the one given to those with a higher second-order risk.
The spatial heterogeneity of vulnerabilities in both risks shows that a one-size-fits-all approach in regards to containment measures is not sufficient to minimize risk in the EU. Instead, containment measures need to address country-specific drivers of the disease-spread while considering the vulnerability to second-order risk.
How to cite: Schütze, S. and Hassel, J.: The Two-order risk framework: A spatial assessment of risks associated with Covid-19 in the European Union (EU) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13202, https://doi.org/10.5194/egusphere-egu21-13202, 2021.
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The fast spread of SARS-CoV-2 made non-pharmaceutical interventions, such as the closure of schools and national lockdowns, necessary. These containment measures are essential to protect the health and safety of the people, while simultaneously posing a potential threat to the functioning of other aspects of society e.g., the economy, social life, or physical and mental health.
The connection of the risks directly imposed by the hazard (in this case a pandemic) and the indirect risks imposed by coping and adaptation measures is not well captured by existing multi/risk frameworks. Additional to the emerging multi-risk frameworks around concepts of cascading, conjoint or compounded risk, a framework is needed that focusses on the socially constructed risk as a direct response to the risk of the natural hazard itself. Building on the first- and second-order of adaptation concept by Birkmann (2011), this paper develops the “Two-order risk framework” for structurally assessing both interconnected risks. This framework can be applied for indicator-based spatial risk analysis of numerous types of disasters that are accompanied by prolonged coping or adaptation phases.
Here, the framework is employed to quantify the risk of COVID-19 for all EU member states. It conceptualises the risk of immediate impacts due to SARS-CoV-2 (first-order risk) as well as the risk of impacts of containment (second-order risk) measures by assessing the hazard/exposure, vulnerability and coping capacity in each order of risk. Both orders of risk are affected and connected by the specific risk management capacities of a country. Higher risk management capacity can decrease the threat of SARS-CoV-2, while poor risk management capacity can increase the threat of harmful containment measures. For assessing risk management capacity, governance-related indicators play a central role. The findings reveal that Malta, Luxemburg, and Denmark have a significantly lower second-order risk than first-order risk. The opposite is true for Latvia, Poland and Ireland. For the goal of reducing the overall risk, the policy advice given to states with a high first-order risk must be substantially different than the one given to those with a higher second-order risk.
The spatial heterogeneity of vulnerabilities in both risks shows that a one-size-fits-all approach in regards to containment measures is not sufficient to minimize risk in the EU. Instead, containment measures need to address country-specific drivers of the disease-spread while considering the vulnerability to second-order risk.
How to cite: Schütze, S. and Hassel, J.: The Two-order risk framework: A spatial assessment of risks associated with Covid-19 in the European Union (EU) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13202, https://doi.org/10.5194/egusphere-egu21-13202, 2021.
EGU21-13374 | vPICO presentations | NH9.11
Practical resilience measurement for the management of multiple hazardsMichael Szoenyi, Adriana Keating, Reinhard Mechler, and Karen McClune
Defining and measuring disaster resilience is a burgeoning endeavour in the contemporary disaster, development and climate change adaptation space. A core tenant of resilience measurement is the need to be explicit about ‘resilience of what, to what, for whom.’ What does this mean in the context of multiple and systemic risks? Can resilience to systemic risks be measured? What of our experience with measuring resilience to-date can inform the measurement and management of systemic risks? These are the questions that will be explored in this presentation.
The Flood Resilience Measurement for Communities (FRMC) framework and tool, developed by the Zurich Flood Resilience Alliance, is one of the most widely applied disaster resilience measurement approaches in the world, informing community-led action in more than 250 communities globally. It is founded on a systems-based, holistic and integrated conceptualization of community resilience capacity as comprising of human, social, physical, financial and natural capitals. Data analysis, user experience feedback and expert peer review support the conceptual rigor, practicality and hazard-management utility of the FRMC. In this presentation the authors will present a framework for expanding this single-hazard tool to measure community resilience to multiple hazards at the same time.
We will outline key principles in multi-hazard resilience measurement and explore questions of integration, complex dynamics and the link to decision-making. We will present a typology of resilience measurement indicators that range from generic or hazard-neutral to highly hazard-specific. We then discuss vertical and horizontal scoring options and what this means for decision-making. We will show that multi-hazard community resilience measurement is feasible and useful, generating robust information for local- and regional-level management as well as data for globally generalizable lessons about the dynamics of systemic risks.
How to cite: Szoenyi, M., Keating, A., Mechler, R., and McClune, K.: Practical resilience measurement for the management of multiple hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13374, https://doi.org/10.5194/egusphere-egu21-13374, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Defining and measuring disaster resilience is a burgeoning endeavour in the contemporary disaster, development and climate change adaptation space. A core tenant of resilience measurement is the need to be explicit about ‘resilience of what, to what, for whom.’ What does this mean in the context of multiple and systemic risks? Can resilience to systemic risks be measured? What of our experience with measuring resilience to-date can inform the measurement and management of systemic risks? These are the questions that will be explored in this presentation.
The Flood Resilience Measurement for Communities (FRMC) framework and tool, developed by the Zurich Flood Resilience Alliance, is one of the most widely applied disaster resilience measurement approaches in the world, informing community-led action in more than 250 communities globally. It is founded on a systems-based, holistic and integrated conceptualization of community resilience capacity as comprising of human, social, physical, financial and natural capitals. Data analysis, user experience feedback and expert peer review support the conceptual rigor, practicality and hazard-management utility of the FRMC. In this presentation the authors will present a framework for expanding this single-hazard tool to measure community resilience to multiple hazards at the same time.
We will outline key principles in multi-hazard resilience measurement and explore questions of integration, complex dynamics and the link to decision-making. We will present a typology of resilience measurement indicators that range from generic or hazard-neutral to highly hazard-specific. We then discuss vertical and horizontal scoring options and what this means for decision-making. We will show that multi-hazard community resilience measurement is feasible and useful, generating robust information for local- and regional-level management as well as data for globally generalizable lessons about the dynamics of systemic risks.
How to cite: Szoenyi, M., Keating, A., Mechler, R., and McClune, K.: Practical resilience measurement for the management of multiple hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13374, https://doi.org/10.5194/egusphere-egu21-13374, 2021.
EGU21-14364 | vPICO presentations | NH9.11
Mapping resilience to natural hazards in urban systems: the case study of Ischia Island (southern Italy)Paola Petrosino and Ines Alberico
The dissemination of resilience concept to citizens, politicians, entrepreneurs, territorial planners is the first and most important step to shelter urbanized areas from natural hazards.
In this frame we propose a procedure to draw resilience maps as tools to facilitate the communication of inherent resilience status of cities. The core of the research is the assessment of this status for the environmental component that deeply influences the livability and development of urban systems. The procedure, implemented in a Geographic Information System framework named “Resilience and Disaster Risk Management”, defines and maps indices and indicators at the census district scale. It considers the different nature of data (attribute data, urban system components represented with primitive features, polygon, line and point) and for each of them indicates the necessary steps to draw the resilience indicator maps. Through their ranking into the same number of classes, the procedure makes the indicators fully comparable to each other and allows the definition of indices as aggregation of indicators.
The procedure was tested at Ischia Island (Southern Italy) exposed to volcanic, seismic, landslide, flood and coastal erosion hazards. The spatial variability of environmental resilience is shown into several maps that discretize the island into high, medium and low resilience classes.
From our analysis emerged that the historic centers of the towns, in general show the lower resilience, mostly due to poor quality and age of buildings. The lack of building surplus acts negatively on resilience making it difficult to redraw the urban structure during the preparedness phases, when several interventions could be carried out with the aim of lowering the number of people to put in safe from a possible disaster. Our analysis brought also to the consideration that the distribution of green areas on the island results unable to counterbalance the negative effects of urbanization and enhance the environmental resilience. In as much, no official program of fruition of green areas currently involves Ischia Island, although many geovolcanological and naturalistic valuables would deserve promotion and conservation, contributing to enhance the capability of the territory to cope with adverse events.
The mapping procedure can be applied to larger areas at risk keeping the censual districts as the minimum territorial reference units or using municipal, regional or national administrative units. The expected integration of resilience assessment in territorial planning (e.g. Regional Territorial Plan, Provincial Territorial Plan, and Municipality Territorial Plan) could greatly benefit from the outcomes of the present research for overcoming sectoral approaches in territorial management.
How to cite: Petrosino, P. and Alberico, I.: Mapping resilience to natural hazards in urban systems: the case study of Ischia Island (southern Italy) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14364, https://doi.org/10.5194/egusphere-egu21-14364, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The dissemination of resilience concept to citizens, politicians, entrepreneurs, territorial planners is the first and most important step to shelter urbanized areas from natural hazards.
In this frame we propose a procedure to draw resilience maps as tools to facilitate the communication of inherent resilience status of cities. The core of the research is the assessment of this status for the environmental component that deeply influences the livability and development of urban systems. The procedure, implemented in a Geographic Information System framework named “Resilience and Disaster Risk Management”, defines and maps indices and indicators at the census district scale. It considers the different nature of data (attribute data, urban system components represented with primitive features, polygon, line and point) and for each of them indicates the necessary steps to draw the resilience indicator maps. Through their ranking into the same number of classes, the procedure makes the indicators fully comparable to each other and allows the definition of indices as aggregation of indicators.
The procedure was tested at Ischia Island (Southern Italy) exposed to volcanic, seismic, landslide, flood and coastal erosion hazards. The spatial variability of environmental resilience is shown into several maps that discretize the island into high, medium and low resilience classes.
From our analysis emerged that the historic centers of the towns, in general show the lower resilience, mostly due to poor quality and age of buildings. The lack of building surplus acts negatively on resilience making it difficult to redraw the urban structure during the preparedness phases, when several interventions could be carried out with the aim of lowering the number of people to put in safe from a possible disaster. Our analysis brought also to the consideration that the distribution of green areas on the island results unable to counterbalance the negative effects of urbanization and enhance the environmental resilience. In as much, no official program of fruition of green areas currently involves Ischia Island, although many geovolcanological and naturalistic valuables would deserve promotion and conservation, contributing to enhance the capability of the territory to cope with adverse events.
The mapping procedure can be applied to larger areas at risk keeping the censual districts as the minimum territorial reference units or using municipal, regional or national administrative units. The expected integration of resilience assessment in territorial planning (e.g. Regional Territorial Plan, Provincial Territorial Plan, and Municipality Territorial Plan) could greatly benefit from the outcomes of the present research for overcoming sectoral approaches in territorial management.
How to cite: Petrosino, P. and Alberico, I.: Mapping resilience to natural hazards in urban systems: the case study of Ischia Island (southern Italy) , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14364, https://doi.org/10.5194/egusphere-egu21-14364, 2021.
EGU21-11663 | vPICO presentations | NH9.11
Spatiotemporal assessment of heat risk for high-density urban areas: a case study in Dublin, IrelandBarry O'Dwyer, Roberta Paranunzio, and Edward Dwyer
Ireland’s climate is changing and these changes are projected to intensify into the future posing an increasing risk to Ireland’s environment, society and economy. For Ireland and its urban areas in particular, projected changes in the frequency and intensity of heatwaves is considered a moderate but real risk. For example, it is considered likely that Ireland’s capital city Dublin will experience increases in the frequency and intensity of heatwaves under projected climate change. Moreover Ireland’s population is ageing faster than other parts of Europe and becoming increasingly vulnerable to heat stress.
To date, little attention has focussed on heat-related risks for Ireland’s urban areas, focussing primarily on risks associated with sea level rise and changing patterns of precipitation. Through this work, we provide an innovative approach that allows for the integrated assessment of current and future heat risk for the Greater Dublin Area. Employing a range of modelling approaches, landcover projections have been developed and future changes in urban heat projected, and spatiotemporal variations in level of exposure to heat stress have been calculated using the Universal Thermal Climate Index (UTCI) for current and future periods (2020s – 2050s) under a range of radiative forcing scenarios (RCP4.5 and 8.5). These assessments are combined with vulnerability information (socio-economic data) to obtain spatially-explicit indexes of heat risk and for different scenarios (RCPs). As a result of projected changes in landcover and temperatures, our assessments show that the level of exposure to extreme heat stress will increase in the coming decades and this is particularly the case for the RCP 8.5 scenario. In combination with assessments of vulnerability, this study identifies significant spatial clusters in the denser urban core of the city and peri-urban areas that are considered to be at relatively high levels of heat risk.
Spatial planning and land use planning are emerging as policy areas that can have significant influence on adaptation to and mitigation of climate change. Through spatial planning, the ways in which cities are designed in order to minimise risks can be re-evaluated and the complexity and uncertainty of climate change tackled. This study provides spatially explicit information at a fine scale on the evolution of exposure and vulnerability related to thermal heat stress that will support stakeholders to implement strategies and policies aimed at mitigating and adapting to ongoing and future urban heat risk.
How to cite: O'Dwyer, B., Paranunzio, R., and Dwyer, E.: Spatiotemporal assessment of heat risk for high-density urban areas: a case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11663, https://doi.org/10.5194/egusphere-egu21-11663, 2021.
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Ireland’s climate is changing and these changes are projected to intensify into the future posing an increasing risk to Ireland’s environment, society and economy. For Ireland and its urban areas in particular, projected changes in the frequency and intensity of heatwaves is considered a moderate but real risk. For example, it is considered likely that Ireland’s capital city Dublin will experience increases in the frequency and intensity of heatwaves under projected climate change. Moreover Ireland’s population is ageing faster than other parts of Europe and becoming increasingly vulnerable to heat stress.
To date, little attention has focussed on heat-related risks for Ireland’s urban areas, focussing primarily on risks associated with sea level rise and changing patterns of precipitation. Through this work, we provide an innovative approach that allows for the integrated assessment of current and future heat risk for the Greater Dublin Area. Employing a range of modelling approaches, landcover projections have been developed and future changes in urban heat projected, and spatiotemporal variations in level of exposure to heat stress have been calculated using the Universal Thermal Climate Index (UTCI) for current and future periods (2020s – 2050s) under a range of radiative forcing scenarios (RCP4.5 and 8.5). These assessments are combined with vulnerability information (socio-economic data) to obtain spatially-explicit indexes of heat risk and for different scenarios (RCPs). As a result of projected changes in landcover and temperatures, our assessments show that the level of exposure to extreme heat stress will increase in the coming decades and this is particularly the case for the RCP 8.5 scenario. In combination with assessments of vulnerability, this study identifies significant spatial clusters in the denser urban core of the city and peri-urban areas that are considered to be at relatively high levels of heat risk.
Spatial planning and land use planning are emerging as policy areas that can have significant influence on adaptation to and mitigation of climate change. Through spatial planning, the ways in which cities are designed in order to minimise risks can be re-evaluated and the complexity and uncertainty of climate change tackled. This study provides spatially explicit information at a fine scale on the evolution of exposure and vulnerability related to thermal heat stress that will support stakeholders to implement strategies and policies aimed at mitigating and adapting to ongoing and future urban heat risk.
How to cite: O'Dwyer, B., Paranunzio, R., and Dwyer, E.: Spatiotemporal assessment of heat risk for high-density urban areas: a case study in Dublin, Ireland, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11663, https://doi.org/10.5194/egusphere-egu21-11663, 2021.
EGU21-4116 | vPICO presentations | NH9.11
Assessment of the resilience to flood of a complex system: the case of densely populated cityMarcello Arosio, Luigi Cesarini, and Mario L.V. Martina
In the last decades, resilience officially become the worldwide cornerstone around which reducing the risk of disasters and improving preparedness, response and recovery capacities. The theoretical framework developed in this work is based on the resilience definition adopted in 2016 by United Nations General Assembly: “the ability of a system, community or society exposed to hazards to resist, absorb, accommodate, adapt to, transform and recover from the effects of a hazard in a timely and efficient manner, including through the preservation and restoration of its essential basic structures and functions through risk management”. This definition implies 2 main concepts that are the foundation of this work: 1) resilience is a property of a system and 2) a system is resilient when is able to dynamically react to a perturbation in order to maintain or resume its functionalities.
In order to reproduce the complex system of an urban environment, the proposed framework shows the assumptions and operational procedure to construct a weighted and redundant graph. The built graph has the ambition, under the constrains due to the data availability, to represent the interdependencies among the exposed elements, both in ordinary conditions and under perturbations such as disasters. The weight of the graph is represented by the population served by each single service. Furthermore, each element in case of an external perturbation, has the possibility to dynamically adapt and switch to a new graph configuration based on the redundancy and backup capacity of its providers.
The feasibility of the proposed approach is illustrated by an application to a case study in the densely populated urban environment of the city of Monza that is exposed to river and pluvial floods. The case study consists in a directed and weighted graph with 6000+ nodes and almost 1.3 million links. By means of the graph an estimation of the impacted and adapted nodes is made along with a measure of resilience to different flood scenarios for the city of Monza
Acknowledge: This research was partly funded by Fondazione Cariplo under the project “NEWFRAME: NEtWork-based Flood Risk Assessment and Management of Emergencies"
How to cite: Arosio, M., Cesarini, L., and Martina, M. L. V.: Assessment of the resilience to flood of a complex system: the case of densely populated city, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4116, https://doi.org/10.5194/egusphere-egu21-4116, 2021.
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In the last decades, resilience officially become the worldwide cornerstone around which reducing the risk of disasters and improving preparedness, response and recovery capacities. The theoretical framework developed in this work is based on the resilience definition adopted in 2016 by United Nations General Assembly: “the ability of a system, community or society exposed to hazards to resist, absorb, accommodate, adapt to, transform and recover from the effects of a hazard in a timely and efficient manner, including through the preservation and restoration of its essential basic structures and functions through risk management”. This definition implies 2 main concepts that are the foundation of this work: 1) resilience is a property of a system and 2) a system is resilient when is able to dynamically react to a perturbation in order to maintain or resume its functionalities.
In order to reproduce the complex system of an urban environment, the proposed framework shows the assumptions and operational procedure to construct a weighted and redundant graph. The built graph has the ambition, under the constrains due to the data availability, to represent the interdependencies among the exposed elements, both in ordinary conditions and under perturbations such as disasters. The weight of the graph is represented by the population served by each single service. Furthermore, each element in case of an external perturbation, has the possibility to dynamically adapt and switch to a new graph configuration based on the redundancy and backup capacity of its providers.
The feasibility of the proposed approach is illustrated by an application to a case study in the densely populated urban environment of the city of Monza that is exposed to river and pluvial floods. The case study consists in a directed and weighted graph with 6000+ nodes and almost 1.3 million links. By means of the graph an estimation of the impacted and adapted nodes is made along with a measure of resilience to different flood scenarios for the city of Monza
Acknowledge: This research was partly funded by Fondazione Cariplo under the project “NEWFRAME: NEtWork-based Flood Risk Assessment and Management of Emergencies"
How to cite: Arosio, M., Cesarini, L., and Martina, M. L. V.: Assessment of the resilience to flood of a complex system: the case of densely populated city, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4116, https://doi.org/10.5194/egusphere-egu21-4116, 2021.
EGU21-14277 | vPICO presentations | NH9.11
The flood resilience dashboard: community resilienceIan McCallum, Stefan Velev, Finn Laurien, Reinhard Mechler, Adriana Keating, Stefan Hochrainer-Stigler, and Michael Szoenyi
Communities around the world in flood-prone regions are increasingly aware of the benefits of using spatial data to better understand their predicament. With the advent of web mapping, free and open satellite data and the proliferation of mobile technologies, the possibilities for both understanding and improving community resilience are on the rise.
Here we present the “Flood Resilience Dashboard”, which is designed to put geo-spatial flood resilience data into the hands of practitioners. The objective is to provide a platform for practitioners in the Zurich Flood Resilience Alliance which gives access to both community resilience data and freely available, peer reviewed flood risk data, which can be used for decision support at scale. This data will include among others the Zurich Flood Resilience Measurement for Communities (FRMC) data, Vulnerability Capacity Assessment (VCA) maps, remote sensing derived information on flooding and other biophysical datasets (e.g. forest cover, water extent), modelled risk information, satellite imagery (e.g. night-time lights), crowdsourced data and more. Using two case studies, we illustrate how the above-mentioned datasets help to better understand community resilience. When co-developed with communities, these examples could potentially be scaled up and applied to similar regions around the world.
How to cite: McCallum, I., Velev, S., Laurien, F., Mechler, R., Keating, A., Hochrainer-Stigler, S., and Szoenyi, M.: The flood resilience dashboard: community resilience, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14277, https://doi.org/10.5194/egusphere-egu21-14277, 2021.
Communities around the world in flood-prone regions are increasingly aware of the benefits of using spatial data to better understand their predicament. With the advent of web mapping, free and open satellite data and the proliferation of mobile technologies, the possibilities for both understanding and improving community resilience are on the rise.
Here we present the “Flood Resilience Dashboard”, which is designed to put geo-spatial flood resilience data into the hands of practitioners. The objective is to provide a platform for practitioners in the Zurich Flood Resilience Alliance which gives access to both community resilience data and freely available, peer reviewed flood risk data, which can be used for decision support at scale. This data will include among others the Zurich Flood Resilience Measurement for Communities (FRMC) data, Vulnerability Capacity Assessment (VCA) maps, remote sensing derived information on flooding and other biophysical datasets (e.g. forest cover, water extent), modelled risk information, satellite imagery (e.g. night-time lights), crowdsourced data and more. Using two case studies, we illustrate how the above-mentioned datasets help to better understand community resilience. When co-developed with communities, these examples could potentially be scaled up and applied to similar regions around the world.
How to cite: McCallum, I., Velev, S., Laurien, F., Mechler, R., Keating, A., Hochrainer-Stigler, S., and Szoenyi, M.: The flood resilience dashboard: community resilience, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14277, https://doi.org/10.5194/egusphere-egu21-14277, 2021.
EGU21-15809 | vPICO presentations | NH9.11
Natural hazard risks in Central Africa: a transdisciplinary approach towards disaster risk reductionCaroline Michellier, Olivier Dewitte, and François Kervyn
Natural hazards have significant impact on society (people, assets, services, livelihoods and economic growth). Over the past decades, natural hazard disaster risks have increased globally. Due to high population densities, frequently on the rise and combined with high societal vulnerability, natural hazard disasters disproportionately hit regions of the Global south. In addition, these regions are environments where natural hazard and disaster risks are under-researched, and where the population remains under-informed. This is particularly the case of Sub-Saharan Africa: multiple challenges, such as economic development, population growth, environmental issues, and climate change associated to natural disasters risk, are burdened by scientific data scarcity associated with the lack of widely disseminated knowledge to the public. This has a significant negative impact on development.
To cope such a context, the Royal Museum for Central Africa works in partnership with 10 Central African institutions. In DRC, this partnership involves the Institut Géographique du Congo (Kinshasa and Goma), the Goma Volcano Observatory, the Centre de Recherche en Sciences Naturelles Lwiro, the Université Officielle de Bukavu, the Université de Goma and the Civil Protection (North and South Kivu); in Burundi, with the Université du Burundi; and, in Uganda, with the Mbarara University of Science and Technology.
The overall long-term objective of the partnership is to contribute to mitigating natural hazards and associated risks in Central Africa. More specifically, it aims to develop knowledge, expertise, awareness and support for local, national and regional initiatives by following three specific objectives: 1/ academic training of PhD and master students, in order to strengthen the local scientific knowledge regarding risk understanding and assessment, in support to local universities, 2/ hazard and disaster data collection through the development of two citizen scientists networks in collaboration with the Civil Protection in charge of disaster risk prevention and management, to promote long term data collection, storage and analysis, 3/ improving awareness and risk preparedness with the use of a natural disaster risk awareness-raising board game in secondary schools and the implementation of two local geohazards information centres, opened for the general public, in collaboration both with disaster risk managers and scientists of the region.
To summarise, the RMCA’s partnership aims to target a wide range of stakeholders concerned by natural hazard risks and disasters, from academic or research groups to citizens and policy makers, in the concern of enhancing disaster risk communication, and contribute to the development of risk culture. The impact of the tools implemented will be analysed with a view to contributing not only to the implementation of the Sendai Framework for Action, but also to supporting the Sustainable Development Goals.
How to cite: Michellier, C., Dewitte, O., and Kervyn, F.: Natural hazard risks in Central Africa: a transdisciplinary approach towards disaster risk reduction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15809, https://doi.org/10.5194/egusphere-egu21-15809, 2021.
Natural hazards have significant impact on society (people, assets, services, livelihoods and economic growth). Over the past decades, natural hazard disaster risks have increased globally. Due to high population densities, frequently on the rise and combined with high societal vulnerability, natural hazard disasters disproportionately hit regions of the Global south. In addition, these regions are environments where natural hazard and disaster risks are under-researched, and where the population remains under-informed. This is particularly the case of Sub-Saharan Africa: multiple challenges, such as economic development, population growth, environmental issues, and climate change associated to natural disasters risk, are burdened by scientific data scarcity associated with the lack of widely disseminated knowledge to the public. This has a significant negative impact on development.
To cope such a context, the Royal Museum for Central Africa works in partnership with 10 Central African institutions. In DRC, this partnership involves the Institut Géographique du Congo (Kinshasa and Goma), the Goma Volcano Observatory, the Centre de Recherche en Sciences Naturelles Lwiro, the Université Officielle de Bukavu, the Université de Goma and the Civil Protection (North and South Kivu); in Burundi, with the Université du Burundi; and, in Uganda, with the Mbarara University of Science and Technology.
The overall long-term objective of the partnership is to contribute to mitigating natural hazards and associated risks in Central Africa. More specifically, it aims to develop knowledge, expertise, awareness and support for local, national and regional initiatives by following three specific objectives: 1/ academic training of PhD and master students, in order to strengthen the local scientific knowledge regarding risk understanding and assessment, in support to local universities, 2/ hazard and disaster data collection through the development of two citizen scientists networks in collaboration with the Civil Protection in charge of disaster risk prevention and management, to promote long term data collection, storage and analysis, 3/ improving awareness and risk preparedness with the use of a natural disaster risk awareness-raising board game in secondary schools and the implementation of two local geohazards information centres, opened for the general public, in collaboration both with disaster risk managers and scientists of the region.
To summarise, the RMCA’s partnership aims to target a wide range of stakeholders concerned by natural hazard risks and disasters, from academic or research groups to citizens and policy makers, in the concern of enhancing disaster risk communication, and contribute to the development of risk culture. The impact of the tools implemented will be analysed with a view to contributing not only to the implementation of the Sendai Framework for Action, but also to supporting the Sustainable Development Goals.
How to cite: Michellier, C., Dewitte, O., and Kervyn, F.: Natural hazard risks in Central Africa: a transdisciplinary approach towards disaster risk reduction, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15809, https://doi.org/10.5194/egusphere-egu21-15809, 2021.
EGU21-2083 | vPICO presentations | NH9.11
National Geoinformation Center and its Role for Communication of Natural Hazards and Risks to the General Public in BulgariaPetya Trifonova, Nikolay Miloshev, and Ivan Georgiev
The National Geoinformation Center (NGIC) is a Bulgarian scientific infrastructure whose main goal is integration of primary data concerning the geo-environment and providing data products and services to the scientific community, responsible institutions and general public.
The first and main module of this newly established infrastructure is dedicated to monitoring and study of the Earth and outer space. The technical capacity of the involved partners include unique equipment such as seismic, accelerometric, geodetic, meteorological and oceanographic stations, and scientific instruments in several laboratories (geotechnical, paleomagnetic, chemical, biological and computer). Thus, the partners in the consortium provide monitoring of a series of phenomena affecting the solid Earth (earthquakes, rock falls and landslides, soils), air (pollution, UV radiation, magnetic storms) and water (river, ground and sea). And of course are responsible for information dissemination, collaboration with policy makers, responding to media and last but not least communication to general public.
We have chosen three main channels to deliver our data and knowledge to the society. The first one uses the means of internet platforms– web page and social channels where NGIC provide real time data about more than 10 phenomena (earthquakes, magnetic storms, UV radiation, air pollution, etc.). The second channel is dedicated to elaboration of educational programs for students in different age categories. They rely on materials illustrated with many pictures, videos and examples that would be easily perceived by modern children. Resources are designed to be easily adapted to different types of learning – on spot, face-to-face in class or electronic. The third communication channel uses well-illustrated popular science materials that are suitable for publication on various platforms - websites, magazines, specialized publications and any other media. Interest in them increases significantly in cases where there is an event representing a natural hazard or the risk of such a phenomenon increases.
Using the described ways of communication, our goal is to reach as much as possible users in the society. The experience gained shows that in addition to the requirements for the information (to be timely, high-quality and reliable), it is necessary to pay close attention to the way of materials presentation and their graphical layout.
How to cite: Trifonova, P., Miloshev, N., and Georgiev, I.: National Geoinformation Center and its Role for Communication of Natural Hazards and Risks to the General Public in Bulgaria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2083, https://doi.org/10.5194/egusphere-egu21-2083, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The National Geoinformation Center (NGIC) is a Bulgarian scientific infrastructure whose main goal is integration of primary data concerning the geo-environment and providing data products and services to the scientific community, responsible institutions and general public.
The first and main module of this newly established infrastructure is dedicated to monitoring and study of the Earth and outer space. The technical capacity of the involved partners include unique equipment such as seismic, accelerometric, geodetic, meteorological and oceanographic stations, and scientific instruments in several laboratories (geotechnical, paleomagnetic, chemical, biological and computer). Thus, the partners in the consortium provide monitoring of a series of phenomena affecting the solid Earth (earthquakes, rock falls and landslides, soils), air (pollution, UV radiation, magnetic storms) and water (river, ground and sea). And of course are responsible for information dissemination, collaboration with policy makers, responding to media and last but not least communication to general public.
We have chosen three main channels to deliver our data and knowledge to the society. The first one uses the means of internet platforms– web page and social channels where NGIC provide real time data about more than 10 phenomena (earthquakes, magnetic storms, UV radiation, air pollution, etc.). The second channel is dedicated to elaboration of educational programs for students in different age categories. They rely on materials illustrated with many pictures, videos and examples that would be easily perceived by modern children. Resources are designed to be easily adapted to different types of learning – on spot, face-to-face in class or electronic. The third communication channel uses well-illustrated popular science materials that are suitable for publication on various platforms - websites, magazines, specialized publications and any other media. Interest in them increases significantly in cases where there is an event representing a natural hazard or the risk of such a phenomenon increases.
Using the described ways of communication, our goal is to reach as much as possible users in the society. The experience gained shows that in addition to the requirements for the information (to be timely, high-quality and reliable), it is necessary to pay close attention to the way of materials presentation and their graphical layout.
How to cite: Trifonova, P., Miloshev, N., and Georgiev, I.: National Geoinformation Center and its Role for Communication of Natural Hazards and Risks to the General Public in Bulgaria, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2083, https://doi.org/10.5194/egusphere-egu21-2083, 2021.
EGU21-15727 | vPICO presentations | NH9.11
Science-policy integration for sea-level adaptation in the United Arab EmiratesHannah Melville-Rea, Clare Eayrs, Nasser Anwahi, Denise Holland, and David Holland
The United Arab Emirates (UAE), a young oil-rich nation, may not seem a likely candidate to lead cross-sectoral exchanges for climate research. Yet, the UAE’s long-term policy horizon, financial capital, and vision for a sustainable knowledge-based economy situates it as a potential leader for climate science.
At the center of its pivot towards climate research is a growing concern for sea-level rise and natural hazards. Over 85% of the population and more than 90% of the nation’s infrastructure is within a few meters of present-day sea-level. With its low-lying and shallow-sloping geography (about 35cm per km), this high-value coastline with Dubai and Abu Dhabi is particularly vulnerable to sea-level rise. Meanwhile, limited regional research and data scarcity creates deep uncertainty for sea-level projections. In the wake of COVID-19, the UAE is doubling down on government-led coordination for community health and security.
We set out a roadmap for the UAE to capitalize on its strengths to create usable and relevant sea-level projections for the region. With a newly established Climate Change Research Network, the UAE government is beginning to draw together academia, industry and policy makers for "furthering effective data collection and management, and advancing policy-relevant research on climate impacts and adaptation". By consolidating ideas from the science community within the UAE, we identify existing barriers to data gathering, information sharing, science-policy communication and access to funding. Our paper proposes pathways forward for the UAE to integrate sea-level science with coastal development and form best practices that can be scaled across the region.
How to cite: Melville-Rea, H., Eayrs, C., Anwahi, N., Holland, D., and Holland, D.: Science-policy integration for sea-level adaptation in the United Arab Emirates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15727, https://doi.org/10.5194/egusphere-egu21-15727, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The United Arab Emirates (UAE), a young oil-rich nation, may not seem a likely candidate to lead cross-sectoral exchanges for climate research. Yet, the UAE’s long-term policy horizon, financial capital, and vision for a sustainable knowledge-based economy situates it as a potential leader for climate science.
At the center of its pivot towards climate research is a growing concern for sea-level rise and natural hazards. Over 85% of the population and more than 90% of the nation’s infrastructure is within a few meters of present-day sea-level. With its low-lying and shallow-sloping geography (about 35cm per km), this high-value coastline with Dubai and Abu Dhabi is particularly vulnerable to sea-level rise. Meanwhile, limited regional research and data scarcity creates deep uncertainty for sea-level projections. In the wake of COVID-19, the UAE is doubling down on government-led coordination for community health and security.
We set out a roadmap for the UAE to capitalize on its strengths to create usable and relevant sea-level projections for the region. With a newly established Climate Change Research Network, the UAE government is beginning to draw together academia, industry and policy makers for "furthering effective data collection and management, and advancing policy-relevant research on climate impacts and adaptation". By consolidating ideas from the science community within the UAE, we identify existing barriers to data gathering, information sharing, science-policy communication and access to funding. Our paper proposes pathways forward for the UAE to integrate sea-level science with coastal development and form best practices that can be scaled across the region.
How to cite: Melville-Rea, H., Eayrs, C., Anwahi, N., Holland, D., and Holland, D.: Science-policy integration for sea-level adaptation in the United Arab Emirates, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15727, https://doi.org/10.5194/egusphere-egu21-15727, 2021.
EGU21-8958 | vPICO presentations | NH9.11
How effective is Disaster Risk Reduction education? A longitudinal study of secondary school students in Dominica.Martin Parham
Priority 3 of the Hyogo Framework for Action (HFA) (2005-2015) explicitly outlined the role of education to improve Disaster Risk Reduction (DRR). By 2013 the deadline to integrate DRR into school curricula had disappeared and when the Sendai Framework for Action (SFA) (2015-2030) was published it merely sought to ‘reduce losses from disaster risk’. This reduction in educational emphasis may be a consequence of difficulty to establish DRR effectively into school curricula. Despite this, UNESCO outlined a guide for effective approaches to DRR education (Kagawa and Selby, 2012). This study presents results from a longitudinal study of secondary school students in Dominica, Caribbean, assessing the impact of three UNESCO educational approaches; interactive, surrogate and field-based learning. These educational sessions occurred between 2016-2018 during a time where the population were subject to natural hazards, most notably Hurricane Maria in 2017.
This study uses the Pictorial Representation of Individual Self Measure (PRISM) to assess change in student perception of multiple hazards before and after educational sessions, as a measure of effectiveness. The educational sessions were designed based on recommendations from past studies and through collaboration with local DRR professionals (aid agencies, government and local experts) and schoolteachers, to increase relevance to the local community. Relevant pedagogic theories were integrated to encourage student engagement.
All educational approaches were shown to have impact, though the greatest change in perception was caused by field-based learning. These sessions caused a greater change in student perception towards lower frequency, higher magnitude geophysical hazards. Some educational approaches, while considered ‘engaging’ did not have a clear DRR message which should act as a warning to the DRR community. This study highlighted the need for educational approaches to incorporate variety, participation, and adopt local relevance. We highlight the need for improved integration between geoscience and educational professionals to improve DRR education. Further work also needs to be undertaken to understand the relationship between effective educational approaches for DRR and resourcing.
How to cite: Parham, M.: How effective is Disaster Risk Reduction education? A longitudinal study of secondary school students in Dominica., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8958, https://doi.org/10.5194/egusphere-egu21-8958, 2021.
Priority 3 of the Hyogo Framework for Action (HFA) (2005-2015) explicitly outlined the role of education to improve Disaster Risk Reduction (DRR). By 2013 the deadline to integrate DRR into school curricula had disappeared and when the Sendai Framework for Action (SFA) (2015-2030) was published it merely sought to ‘reduce losses from disaster risk’. This reduction in educational emphasis may be a consequence of difficulty to establish DRR effectively into school curricula. Despite this, UNESCO outlined a guide for effective approaches to DRR education (Kagawa and Selby, 2012). This study presents results from a longitudinal study of secondary school students in Dominica, Caribbean, assessing the impact of three UNESCO educational approaches; interactive, surrogate and field-based learning. These educational sessions occurred between 2016-2018 during a time where the population were subject to natural hazards, most notably Hurricane Maria in 2017.
This study uses the Pictorial Representation of Individual Self Measure (PRISM) to assess change in student perception of multiple hazards before and after educational sessions, as a measure of effectiveness. The educational sessions were designed based on recommendations from past studies and through collaboration with local DRR professionals (aid agencies, government and local experts) and schoolteachers, to increase relevance to the local community. Relevant pedagogic theories were integrated to encourage student engagement.
All educational approaches were shown to have impact, though the greatest change in perception was caused by field-based learning. These sessions caused a greater change in student perception towards lower frequency, higher magnitude geophysical hazards. Some educational approaches, while considered ‘engaging’ did not have a clear DRR message which should act as a warning to the DRR community. This study highlighted the need for educational approaches to incorporate variety, participation, and adopt local relevance. We highlight the need for improved integration between geoscience and educational professionals to improve DRR education. Further work also needs to be undertaken to understand the relationship between effective educational approaches for DRR and resourcing.
How to cite: Parham, M.: How effective is Disaster Risk Reduction education? A longitudinal study of secondary school students in Dominica., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8958, https://doi.org/10.5194/egusphere-egu21-8958, 2021.
EGU21-9363 | vPICO presentations | NH9.11
Learning landslide hazard in a virtual environment at University level combining real case study, collaborative work and innovative toolsMarta Guinau and Gloria Furdada
The pandemic situation we are experiencing has forced us to transform face-to-face teaching into virtual teaching. Digital platforms hinder the interaction, discussion and feedback that naturally occur in a face-to-face class, but at the same time, they provide an opportunity to put the focus on the student’s learning rather than on content delivering. Learning include both, inductive and deductive processes; induction can be effectively acquired by using case studies; then, deduction can be achieved through comparison, analysis, generalisation and synthesis. Digital platforms appear as an optimal resource to facilitate the individual and collaborative tasks and learning processes. In this work we present our experience on the landslide hazard subject (Master’s level) focussed on the student’s learning through the use of digital media.
Internet information of undeniable quality that can be easily accessed is basic: The Landslide Blog by Dave Petley (https://blogs.agu.org/landslideblog/) in Blogosphere hosted by AGU (American Geophysical Union) provides valuable and updated information on landslide events occurring worldwide. The learning activities are structured around several cases selected by the lecturer from the blog to ensure the analysis of the most frequent landslide types. All activities are developed in 8 steps: 1) The teacher presents the learning action (objective, tasks, and assessment guide) using a Genially platform interactive image; 2) Each student selects one of the proposed cases and compile relevant information about it; 3) Each student analyses the landslide characteristics, identifies the landslide type and classifies it according to Hungr et al., 2014 (available through the educational virtual platform), and recognises the control and triggering factors (one virtual session is programmed and a forum tool is provided to the students to discuss and to solve doubts); 4) Each student selects and organizes the significant information about each case by building an interactive image in Genially; 5) Each student presents each case using his/her interactive image in a virtual session, which is recorded and uploaded to the educational platform; 6) Students peer evaluate the content and design of the interactive images and oral presentations based on the provided assessment guide; 7) During a predetermined time, students collaboratively compile all the information in a Google sheet table to synthesize the geomorphological characteristics, materials involved, mobilization mechanisms and control and triggering factors of the different types of landslides; 8) the synthetic table is discussed and completed during a virtual session.
All the knowledge and skills acquired by students with these activities are put into practice in a two-day field trip where students have to identify, characterize and classify different types of landslides as well as their control and triggering factors. The risk situation and the mitigation strategies are discussed in each case and compared to the ones studied through virtual learning. Furthermore, students get used and learn how to clearly present information through virtual tools, as Genially, useful for dissemination purposes.
Hungr et al. 2014. The Varnes classification of landslide types, an update. Landslides 11(2). DOI: 10.1007/s10346-013-0436-y
How to cite: Guinau, M. and Furdada, G.: Learning landslide hazard in a virtual environment at University level combining real case study, collaborative work and innovative tools, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9363, https://doi.org/10.5194/egusphere-egu21-9363, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The pandemic situation we are experiencing has forced us to transform face-to-face teaching into virtual teaching. Digital platforms hinder the interaction, discussion and feedback that naturally occur in a face-to-face class, but at the same time, they provide an opportunity to put the focus on the student’s learning rather than on content delivering. Learning include both, inductive and deductive processes; induction can be effectively acquired by using case studies; then, deduction can be achieved through comparison, analysis, generalisation and synthesis. Digital platforms appear as an optimal resource to facilitate the individual and collaborative tasks and learning processes. In this work we present our experience on the landslide hazard subject (Master’s level) focussed on the student’s learning through the use of digital media.
Internet information of undeniable quality that can be easily accessed is basic: The Landslide Blog by Dave Petley (https://blogs.agu.org/landslideblog/) in Blogosphere hosted by AGU (American Geophysical Union) provides valuable and updated information on landslide events occurring worldwide. The learning activities are structured around several cases selected by the lecturer from the blog to ensure the analysis of the most frequent landslide types. All activities are developed in 8 steps: 1) The teacher presents the learning action (objective, tasks, and assessment guide) using a Genially platform interactive image; 2) Each student selects one of the proposed cases and compile relevant information about it; 3) Each student analyses the landslide characteristics, identifies the landslide type and classifies it according to Hungr et al., 2014 (available through the educational virtual platform), and recognises the control and triggering factors (one virtual session is programmed and a forum tool is provided to the students to discuss and to solve doubts); 4) Each student selects and organizes the significant information about each case by building an interactive image in Genially; 5) Each student presents each case using his/her interactive image in a virtual session, which is recorded and uploaded to the educational platform; 6) Students peer evaluate the content and design of the interactive images and oral presentations based on the provided assessment guide; 7) During a predetermined time, students collaboratively compile all the information in a Google sheet table to synthesize the geomorphological characteristics, materials involved, mobilization mechanisms and control and triggering factors of the different types of landslides; 8) the synthetic table is discussed and completed during a virtual session.
All the knowledge and skills acquired by students with these activities are put into practice in a two-day field trip where students have to identify, characterize and classify different types of landslides as well as their control and triggering factors. The risk situation and the mitigation strategies are discussed in each case and compared to the ones studied through virtual learning. Furthermore, students get used and learn how to clearly present information through virtual tools, as Genially, useful for dissemination purposes.
Hungr et al. 2014. The Varnes classification of landslide types, an update. Landslides 11(2). DOI: 10.1007/s10346-013-0436-y
How to cite: Guinau, M. and Furdada, G.: Learning landslide hazard in a virtual environment at University level combining real case study, collaborative work and innovative tools, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9363, https://doi.org/10.5194/egusphere-egu21-9363, 2021.
EGU21-10072 | vPICO presentations | NH9.11
Environmental exposure to Natural Asbestos Occurrences, a concern to human health: promotion of scientific knowledge for students and of people awareness.Claudia Ricchiuti, Rosalda Punturo, Andrea Bloise, Eugenio Fazio, and Gabriele Lanzafame
In the last decades, it has been widely demonstrated the risk to human health related to asbestos fibres exposure. Asbestos is a generic term used to indicate six fibrous silicate minerals belonging to serpentine (i.e. chrysotile) and amphibole (i.e. tremolite, actinolite, anthopyllite, amosite, crocidolite) groups (WHO, 1986; NIOSH 2008). Due to their physical properties, these minerals have been exploited to create Asbestos-Containing Materials (ACMs) and therefore, today are widely present in various parts of the globe. In the same way, asbestos fibres present in rocks and soils, or those that have not been extracted for commercial purposes (Natural Occurrence of Asbestos, NOA; Harper, 2008), are widespread in the environment (Virta, 2006; Ricchiuti et al., 2020). It is worth noting that human activities as well as weathering processes may promote the dispersion of fibres derived from NOA into the environment; moreover, despite nowadays asbestos has been banned by most countries over the world, it may be still found within artifacts and asbestos-bearing rocks used as dimension stone.
In the present contribution, we present some educational activities aimed to schools and population with the purposes of: i) promoting the knowledge of natural asbestos fibres as natural hazards to students, as well as ii) sensitize the population to the natural asbestos issue and iii) increasing people’s awareness in environmental conservation, suggesting good practices for sustainable coexistence with natural resources.
To this aim, we also provide a summary of NOA distribution in the world and of the analytical techniques and methodological approach (i.e. OM, SEM-EDS, TEM-EDS, EPMA, XRPD, XRF, SR-µCT) mainly used for a full characterization of asbestos-containing rocks and soils.
Referencees
Harper, M., 2008, 10th Anniversary critical review: naturally occurring asbestos. Journal of Environmental Monitoring, v. 10, pp. 1394-1408
NIOSH, 2008, Current Intelligence Bulletin (June 2008-Revised Draft) Asbestos and Other Elongated Mineral Particles: State of the Science and Roadmap for Research.
Ricchiuti, C., Bloise, A., Punturo, R., Occurrence of asbestos in soils: state of the art. Episodes 2020;43:881-891.
Virta, R., 2006., Worldwide asbestos supply and consumption trends from 1900 through 2003. U.S. Geological Survery Circular 1298, 80 p.
WHO, 1986, Asbestos and other natural mineral fibres. Programme on Chemical Safety. World Health Organization. Environmental Health Criteria 53, Geneva.
How to cite: Ricchiuti, C., Punturo, R., Bloise, A., Fazio, E., and Lanzafame, G.: Environmental exposure to Natural Asbestos Occurrences, a concern to human health: promotion of scientific knowledge for students and of people awareness., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10072, https://doi.org/10.5194/egusphere-egu21-10072, 2021.
In the last decades, it has been widely demonstrated the risk to human health related to asbestos fibres exposure. Asbestos is a generic term used to indicate six fibrous silicate minerals belonging to serpentine (i.e. chrysotile) and amphibole (i.e. tremolite, actinolite, anthopyllite, amosite, crocidolite) groups (WHO, 1986; NIOSH 2008). Due to their physical properties, these minerals have been exploited to create Asbestos-Containing Materials (ACMs) and therefore, today are widely present in various parts of the globe. In the same way, asbestos fibres present in rocks and soils, or those that have not been extracted for commercial purposes (Natural Occurrence of Asbestos, NOA; Harper, 2008), are widespread in the environment (Virta, 2006; Ricchiuti et al., 2020). It is worth noting that human activities as well as weathering processes may promote the dispersion of fibres derived from NOA into the environment; moreover, despite nowadays asbestos has been banned by most countries over the world, it may be still found within artifacts and asbestos-bearing rocks used as dimension stone.
In the present contribution, we present some educational activities aimed to schools and population with the purposes of: i) promoting the knowledge of natural asbestos fibres as natural hazards to students, as well as ii) sensitize the population to the natural asbestos issue and iii) increasing people’s awareness in environmental conservation, suggesting good practices for sustainable coexistence with natural resources.
To this aim, we also provide a summary of NOA distribution in the world and of the analytical techniques and methodological approach (i.e. OM, SEM-EDS, TEM-EDS, EPMA, XRPD, XRF, SR-µCT) mainly used for a full characterization of asbestos-containing rocks and soils.
Referencees
Harper, M., 2008, 10th Anniversary critical review: naturally occurring asbestos. Journal of Environmental Monitoring, v. 10, pp. 1394-1408
NIOSH, 2008, Current Intelligence Bulletin (June 2008-Revised Draft) Asbestos and Other Elongated Mineral Particles: State of the Science and Roadmap for Research.
Ricchiuti, C., Bloise, A., Punturo, R., Occurrence of asbestos in soils: state of the art. Episodes 2020;43:881-891.
Virta, R., 2006., Worldwide asbestos supply and consumption trends from 1900 through 2003. U.S. Geological Survery Circular 1298, 80 p.
WHO, 1986, Asbestos and other natural mineral fibres. Programme on Chemical Safety. World Health Organization. Environmental Health Criteria 53, Geneva.
How to cite: Ricchiuti, C., Punturo, R., Bloise, A., Fazio, E., and Lanzafame, G.: Environmental exposure to Natural Asbestos Occurrences, a concern to human health: promotion of scientific knowledge for students and of people awareness., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10072, https://doi.org/10.5194/egusphere-egu21-10072, 2021.
NH10.1 – Multi-hazards: Innovative approaches for disaster risk reduction and climate change adaptation
EGU21-6468 | vPICO presentations | NH10.1
Typology of Hazard Event Severity Metrics for Multi-Hazard ResearchYi Victor Wang and Antonia Sebastian
In the scholarly field of hazards, adverse impacts of a hazard event are interpreted as the result of interactions among hazard elements, exposure of entities of value, and vulnerability of the exposed entities. The severity of hazard elements is usually communicated as a magnitude or intensity. Such hazard event magnitude or intensity metrics correspond to the expected damages due to a hazard event given an average exposure and vulnerability. These severity metrics can be used to facilitate hazard communication and enhance emergency management. However, hazard event severity metrics for singular hazard types such as the earthquake Richter magnitude and the Saffir-Simpson hurricane wind scale cannot be readily adapted for multi-hazard comparative analyses. The first and foremost challenge to such comparative analyses is a lack of conceptual framework to systemically classify different hazard event severity metrics. In this presentation, we introduce a four-dimensional typology of hazard event severity metrics for hazard research within a multi-hazard context. The four dimensions include the spatial, temporal, applicational, and indicial dimensions. Based on a literature review on 67 existing hazard event magnitude or intensity scales for 21 singular hazard types, we demonstrate that the proposed typology can be applied to classify hazard event severity metrics. We further implement the proposed typology to two newly developed equivalent hazard event severity metrics called the Gardoni Scale and the Murphy Scale to showcase the utility of the proposed typology in facilitating quantification of hazard severity across different hazard event types.
How to cite: Wang, Y. V. and Sebastian, A.: Typology of Hazard Event Severity Metrics for Multi-Hazard Research, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6468, https://doi.org/10.5194/egusphere-egu21-6468, 2021.
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Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In the scholarly field of hazards, adverse impacts of a hazard event are interpreted as the result of interactions among hazard elements, exposure of entities of value, and vulnerability of the exposed entities. The severity of hazard elements is usually communicated as a magnitude or intensity. Such hazard event magnitude or intensity metrics correspond to the expected damages due to a hazard event given an average exposure and vulnerability. These severity metrics can be used to facilitate hazard communication and enhance emergency management. However, hazard event severity metrics for singular hazard types such as the earthquake Richter magnitude and the Saffir-Simpson hurricane wind scale cannot be readily adapted for multi-hazard comparative analyses. The first and foremost challenge to such comparative analyses is a lack of conceptual framework to systemically classify different hazard event severity metrics. In this presentation, we introduce a four-dimensional typology of hazard event severity metrics for hazard research within a multi-hazard context. The four dimensions include the spatial, temporal, applicational, and indicial dimensions. Based on a literature review on 67 existing hazard event magnitude or intensity scales for 21 singular hazard types, we demonstrate that the proposed typology can be applied to classify hazard event severity metrics. We further implement the proposed typology to two newly developed equivalent hazard event severity metrics called the Gardoni Scale and the Murphy Scale to showcase the utility of the proposed typology in facilitating quantification of hazard severity across different hazard event types.
How to cite: Wang, Y. V. and Sebastian, A.: Typology of Hazard Event Severity Metrics for Multi-Hazard Research, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-6468, https://doi.org/10.5194/egusphere-egu21-6468, 2021.
EGU21-11114 | vPICO presentations | NH10.1 | Highlight
Multi-Hazard Scenarios and Dynamic RiskJoel Gill, Ekbal Hussain, Bruce Malamud, and Robert Šakić Trogrlić
In this paper, we discuss the dynamic nature of risk through the lens of multi-hazard relationships and scenarios. Disaster risk is commonly expressed as (Risk = Hazard × Exposure × Vulnerability). This expression does not communicate the extent to which each term (and therefore risk and impact) can change over time, and any relationships between the four variables. To better convey and discuss multi-hazards and dynamic risk, in July and August 2020 we held two virtual workshops (40 and 35 participants) as part of the GCRF Tomorrow’s Cities Research Hub, which has as its focus four cities Istanbul, Kathmandu, Nairobi, and Quito, with a particular emphasis on the urban poor. During the two workshops, participants (including those from academia, NGOs, and the public sector) from each city generated multi-hazard scenarios that can be used to improve the understanding of dynamic risk and we highlighted three main examples of dynamic risk: (1) The hazard term can involve multiple hazards, with relationships between hazards, and the likelihood or magnitude of single natural hazards and multi-hazard scenarios varying over time. (2) Both the exposure and vulnerability components of the risk equation change over time, and can contribute to the triggering, amplification (or reduction) of multi-hazard events. (3) Progression through multi-hazard scenarios can influence or drive changes in both exposure and/or vulnerability terms. These three statements illustrate the dynamic nature of each component of the risk equation and the existence of relationships between each term. Furthermore, they demonstrate how understanding the multi-hazard landscape and potential multi-hazard scenarios can help to enrich understanding of dynamic risk. This understanding of multi-hazard scenarios can be used to consider potential interventions where risk is dynamic.
How to cite: Gill, J., Hussain, E., Malamud, B., and Šakić Trogrlić, R.: Multi-Hazard Scenarios and Dynamic Risk, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11114, https://doi.org/10.5194/egusphere-egu21-11114, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
In this paper, we discuss the dynamic nature of risk through the lens of multi-hazard relationships and scenarios. Disaster risk is commonly expressed as (Risk = Hazard × Exposure × Vulnerability). This expression does not communicate the extent to which each term (and therefore risk and impact) can change over time, and any relationships between the four variables. To better convey and discuss multi-hazards and dynamic risk, in July and August 2020 we held two virtual workshops (40 and 35 participants) as part of the GCRF Tomorrow’s Cities Research Hub, which has as its focus four cities Istanbul, Kathmandu, Nairobi, and Quito, with a particular emphasis on the urban poor. During the two workshops, participants (including those from academia, NGOs, and the public sector) from each city generated multi-hazard scenarios that can be used to improve the understanding of dynamic risk and we highlighted three main examples of dynamic risk: (1) The hazard term can involve multiple hazards, with relationships between hazards, and the likelihood or magnitude of single natural hazards and multi-hazard scenarios varying over time. (2) Both the exposure and vulnerability components of the risk equation change over time, and can contribute to the triggering, amplification (or reduction) of multi-hazard events. (3) Progression through multi-hazard scenarios can influence or drive changes in both exposure and/or vulnerability terms. These three statements illustrate the dynamic nature of each component of the risk equation and the existence of relationships between each term. Furthermore, they demonstrate how understanding the multi-hazard landscape and potential multi-hazard scenarios can help to enrich understanding of dynamic risk. This understanding of multi-hazard scenarios can be used to consider potential interventions where risk is dynamic.
How to cite: Gill, J., Hussain, E., Malamud, B., and Šakić Trogrlić, R.: Multi-Hazard Scenarios and Dynamic Risk, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11114, https://doi.org/10.5194/egusphere-egu21-11114, 2021.
EGU21-11353 | vPICO presentations | NH10.1 | Highlight
Towards a multi-risk, multi-sector, systemic approach to risk managementPhilip Ward and the MYRIAD-EU team
Whilst the last decade saw huge scientific advances in understanding natural hazard risks, most research and policy still addresses risk from a single-hazard, single-sector, perspective. This presents obstacles for addressing real-world challenges faced by risk managers and other decision-makers. Firstly, multiple hazards can have interrelated effects on risk. How can risk be better managed by considering these interrelated effects? Secondly, disaster risk management (DRM) measures taken to reduce risk from one hazard may increase risk from another hazard. How can we better account for these dynamic feedbacks between risk drivers? Thirdly, these interrelated effects have impacts across sectors. How can we account for these trade-offs and synergies across sectors, regions, and hazards? The aforementioned challenges exist within the context of an increasingly interconnected world, increased pressure for space, and climate change, in which the magnitude and frequency of single and multi-hazards are changing at an unprecedented rate. A paradigm shift is needed to successfully address these kinds of complex questions and challenges.
The vision of the MYRIAD-EU team is to catalyse this paradigm shift required to move towards a multi-risk, multi-sector, systemic approach to risk management. We embark on a research programme that aims to enable policy-makers, decision-makers, and practitioners to develop forward-looking disaster risk management pathways that assess trade-offs and synergies across sectors, hazards, and scales. To do this, we will co-develop a framework for multi-hazard, multi-sector, systemic risk management, and state-of-the-art products and services to operationalise the framework. To test our framework, products and services, we plan to implement them with stakeholders in five Pilots: North Sea, Canary Islands, Scandinavia, Danube, Veneto. In this contribution, we will present the plans and vision for this ambitious research programme and look for links with existing risk multi-risk projects, networks, and activities.
How to cite: Ward, P. and the MYRIAD-EU team: Towards a multi-risk, multi-sector, systemic approach to risk management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11353, https://doi.org/10.5194/egusphere-egu21-11353, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Whilst the last decade saw huge scientific advances in understanding natural hazard risks, most research and policy still addresses risk from a single-hazard, single-sector, perspective. This presents obstacles for addressing real-world challenges faced by risk managers and other decision-makers. Firstly, multiple hazards can have interrelated effects on risk. How can risk be better managed by considering these interrelated effects? Secondly, disaster risk management (DRM) measures taken to reduce risk from one hazard may increase risk from another hazard. How can we better account for these dynamic feedbacks between risk drivers? Thirdly, these interrelated effects have impacts across sectors. How can we account for these trade-offs and synergies across sectors, regions, and hazards? The aforementioned challenges exist within the context of an increasingly interconnected world, increased pressure for space, and climate change, in which the magnitude and frequency of single and multi-hazards are changing at an unprecedented rate. A paradigm shift is needed to successfully address these kinds of complex questions and challenges.
The vision of the MYRIAD-EU team is to catalyse this paradigm shift required to move towards a multi-risk, multi-sector, systemic approach to risk management. We embark on a research programme that aims to enable policy-makers, decision-makers, and practitioners to develop forward-looking disaster risk management pathways that assess trade-offs and synergies across sectors, hazards, and scales. To do this, we will co-develop a framework for multi-hazard, multi-sector, systemic risk management, and state-of-the-art products and services to operationalise the framework. To test our framework, products and services, we plan to implement them with stakeholders in five Pilots: North Sea, Canary Islands, Scandinavia, Danube, Veneto. In this contribution, we will present the plans and vision for this ambitious research programme and look for links with existing risk multi-risk projects, networks, and activities.
How to cite: Ward, P. and the MYRIAD-EU team: Towards a multi-risk, multi-sector, systemic approach to risk management, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11353, https://doi.org/10.5194/egusphere-egu21-11353, 2021.
EGU21-12592 | vPICO presentations | NH10.1
Multi-sectoral evaluation of climate change risks and adaptation urgency using a response surface approachStefan Fronzek, Anu Akujärvi, Anna Lipsanen, Nina Pirttioja, Noora Veijalainen, and Timothy R. Carter
This paper presents a new approach to climate change impact and adaptation analysis within a risk framework. We test the feasibility of applying impact models for representing three aspects of potential relevance for policy: (i) sensitivity – examining the sensitivity of the sectors to changing climate for readily observable indicators; (ii) urgency – estimating risks of approaching or exceeding critical thresholds of impact under alternative scenarios as a basis for determining urgency of response; and (iii) response – determining the effectiveness of potential adaptation and mitigation responses. By working with observable indicators, the approach is also amenable to long-term monitoring as well as evaluation of the success of adaptation, where this too can be simulated.
The approach involves the construction of impact response surfaces (IRSs) based on impact model simulations, using sectoral impact models that are also capable of simulating some adaptation measures. An IRS is constructed from an analysis of the modelled sensitivity of an impact indicator of interest to systematic changes in key drivers (e.g. temperature and precipitation) and the resulting impact variable is plotted as a surface comprising contour lines of equal response over a wide range of perturbations. This facilitates analysis of model behaviour across many possible future conditions. IRSs can also be combined with probabilistic projections of climate change to estimate the likelihood of exceeding certain critical thresholds of impact. An important step here is the identification of such critical thresholds, which are meaningful limits of tolerance for the functioning of the system and typically requiring expert advice from key stakeholders.
Two examples are shown that illustrate the types of analyses to be undertaken and their potential outputs: risks of crop yield shortfall in Finland (Pirttioja et al. 2019) and impact risks for water management in a Portuguese reservoir (Fronzek et al., in prep.). Three challenges require special attention in this new modelling exercise: (a) ensuring the salience and credibility of the modelling conducted, through engagement with relevant stakeholders, (b) co-exploration of the capabilities of current impact models and the need for improved representation of adaptation and (c) co-identification of critical thresholds for key impact indicators and effective representation of uncertainties.
The approach is currently being tested at national scale in Finland in the Adapt-FIRST project (https://www.syke.fi/projects/adapt-first), using models of water resources, agriculture, forest productivity, nature recreation and human health to address multiple climate-related hazards such as droughts, floods, heat and forest fires and their interaction with mean changes in climate. Impact likelihoods will be estimated for regions in Finland, contributing to a national risk assessment to support adaptation policies. This approach could be a useful device for indicating the level of urgency for action, whether by adaptation to ameliorate the risk or mitigation to avert the hazard.
References
Fronzek et al. (in prep.) Estimating impact likelihoods from probabilistic projections of climate and socio-economic change using impact response surfaces.
Pirttioja et al. (2019) Using impact response surfaces to analyse the likelihood of impacts on crop yield under probabilistic climate change. Agr Forest Meteorol 264:213-224.
How to cite: Fronzek, S., Akujärvi, A., Lipsanen, A., Pirttioja, N., Veijalainen, N., and Carter, T. R.: Multi-sectoral evaluation of climate change risks and adaptation urgency using a response surface approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12592, https://doi.org/10.5194/egusphere-egu21-12592, 2021.
This paper presents a new approach to climate change impact and adaptation analysis within a risk framework. We test the feasibility of applying impact models for representing three aspects of potential relevance for policy: (i) sensitivity – examining the sensitivity of the sectors to changing climate for readily observable indicators; (ii) urgency – estimating risks of approaching or exceeding critical thresholds of impact under alternative scenarios as a basis for determining urgency of response; and (iii) response – determining the effectiveness of potential adaptation and mitigation responses. By working with observable indicators, the approach is also amenable to long-term monitoring as well as evaluation of the success of adaptation, where this too can be simulated.
The approach involves the construction of impact response surfaces (IRSs) based on impact model simulations, using sectoral impact models that are also capable of simulating some adaptation measures. An IRS is constructed from an analysis of the modelled sensitivity of an impact indicator of interest to systematic changes in key drivers (e.g. temperature and precipitation) and the resulting impact variable is plotted as a surface comprising contour lines of equal response over a wide range of perturbations. This facilitates analysis of model behaviour across many possible future conditions. IRSs can also be combined with probabilistic projections of climate change to estimate the likelihood of exceeding certain critical thresholds of impact. An important step here is the identification of such critical thresholds, which are meaningful limits of tolerance for the functioning of the system and typically requiring expert advice from key stakeholders.
Two examples are shown that illustrate the types of analyses to be undertaken and their potential outputs: risks of crop yield shortfall in Finland (Pirttioja et al. 2019) and impact risks for water management in a Portuguese reservoir (Fronzek et al., in prep.). Three challenges require special attention in this new modelling exercise: (a) ensuring the salience and credibility of the modelling conducted, through engagement with relevant stakeholders, (b) co-exploration of the capabilities of current impact models and the need for improved representation of adaptation and (c) co-identification of critical thresholds for key impact indicators and effective representation of uncertainties.
The approach is currently being tested at national scale in Finland in the Adapt-FIRST project (https://www.syke.fi/projects/adapt-first), using models of water resources, agriculture, forest productivity, nature recreation and human health to address multiple climate-related hazards such as droughts, floods, heat and forest fires and their interaction with mean changes in climate. Impact likelihoods will be estimated for regions in Finland, contributing to a national risk assessment to support adaptation policies. This approach could be a useful device for indicating the level of urgency for action, whether by adaptation to ameliorate the risk or mitigation to avert the hazard.
References
Fronzek et al. (in prep.) Estimating impact likelihoods from probabilistic projections of climate and socio-economic change using impact response surfaces.
Pirttioja et al. (2019) Using impact response surfaces to analyse the likelihood of impacts on crop yield under probabilistic climate change. Agr Forest Meteorol 264:213-224.
How to cite: Fronzek, S., Akujärvi, A., Lipsanen, A., Pirttioja, N., Veijalainen, N., and Carter, T. R.: Multi-sectoral evaluation of climate change risks and adaptation urgency using a response surface approach, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12592, https://doi.org/10.5194/egusphere-egu21-12592, 2021.
EGU21-16297 | vPICO presentations | NH10.1
Geohazard and Climate adaption: impacts and interconnectivityDimitar Ouzounov, Menas Kafatos, and Patrick Taylor
The forefront of science now is in bridging fields and making connections across different disciplines, challenging our current understanding of the Earth's changes and overall state. Some of the most challenging science questions now have to do with warnings for significant geohazards and Earth-Space systems' response to climate variability affecting adaptation processes, such as geosphere changes due to climate change and resultant strategies. In recent years, the study of pre-earthquake processes has led for example to developing the lithosphere-atmosphere-ionosphere-coupling concept. This in turn provides new information about the Earth's energy balance (Pulinets and Ouzounov, 2011). From space-born NASA and NOAA Earth observation of atmospheric conditions, we have shown the consistent occurrence of radiative emission anomalies in the atmosphere near or over regions of earthquakes, volcanoes, and geothermal fluxes. Our assessment shows that the latent heat released before major earthquakes is larger than the seismic energy released during the quake (Ouzounov et al., 2018). We find that the associated pre-earthquake phenomena for large events may create an additional thermodynamic contribution in the atmosphere and impact on climate, caused by sources of Earth de-gassing in the lithosphere and followed by ionization processes. Because of these findings, we start exploring major global geodynamics activities and their impact on atmospheric processes and climate through the geosphere coupling channels as a potential forward process of interaction between geohazards and climate adaptation. The reverse mechanism of climate adaptation's impact on geohazards is based on the initial idea that climate adaptation could force additional geohazards activities (McGuire, 2010). The removal of ice sheets may somehow or likely have permitted the release of stresses that had accumulated on previously confined faults, triggering earthquakes in the US, Canada, and Europe. How realistically is it to expect a change in the existing earthquake patterns in Europe, the USA, and Canada during climate change processes? It is plausible, but we do not yet know the answer. Our goal is to explore the coupling between geohazards processes and climate change processes through the lithosphere-atmosphere framework, focusing on dynamic environments, exhibiting a change in physical and thermodynamics processes over relatively small-time scales.
How to cite: Ouzounov, D., Kafatos, M., and Taylor, P.: Geohazard and Climate adaption: impacts and interconnectivity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16297, https://doi.org/10.5194/egusphere-egu21-16297, 2021.
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The forefront of science now is in bridging fields and making connections across different disciplines, challenging our current understanding of the Earth's changes and overall state. Some of the most challenging science questions now have to do with warnings for significant geohazards and Earth-Space systems' response to climate variability affecting adaptation processes, such as geosphere changes due to climate change and resultant strategies. In recent years, the study of pre-earthquake processes has led for example to developing the lithosphere-atmosphere-ionosphere-coupling concept. This in turn provides new information about the Earth's energy balance (Pulinets and Ouzounov, 2011). From space-born NASA and NOAA Earth observation of atmospheric conditions, we have shown the consistent occurrence of radiative emission anomalies in the atmosphere near or over regions of earthquakes, volcanoes, and geothermal fluxes. Our assessment shows that the latent heat released before major earthquakes is larger than the seismic energy released during the quake (Ouzounov et al., 2018). We find that the associated pre-earthquake phenomena for large events may create an additional thermodynamic contribution in the atmosphere and impact on climate, caused by sources of Earth de-gassing in the lithosphere and followed by ionization processes. Because of these findings, we start exploring major global geodynamics activities and their impact on atmospheric processes and climate through the geosphere coupling channels as a potential forward process of interaction between geohazards and climate adaptation. The reverse mechanism of climate adaptation's impact on geohazards is based on the initial idea that climate adaptation could force additional geohazards activities (McGuire, 2010). The removal of ice sheets may somehow or likely have permitted the release of stresses that had accumulated on previously confined faults, triggering earthquakes in the US, Canada, and Europe. How realistically is it to expect a change in the existing earthquake patterns in Europe, the USA, and Canada during climate change processes? It is plausible, but we do not yet know the answer. Our goal is to explore the coupling between geohazards processes and climate change processes through the lithosphere-atmosphere framework, focusing on dynamic environments, exhibiting a change in physical and thermodynamics processes over relatively small-time scales.
How to cite: Ouzounov, D., Kafatos, M., and Taylor, P.: Geohazard and Climate adaption: impacts and interconnectivity, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16297, https://doi.org/10.5194/egusphere-egu21-16297, 2021.
EGU21-10148 | vPICO presentations | NH10.1
Compound Drought-Flood Events in Fragile Contexts: Examples from the Horn of AfricaAlessia Matano, Anne Van Loon, Marleen de Ruiter, Johanna Koehler, Hans de Moel, and Philip Ward
Humanitarian crises often result from a combination of multiple physical and societal processes, rather than independently from a single driver. The combination of processes leads to “compound events”, whose socio-economic impacts could be larger than those expected by analysing each driver individually. In recent years, the Horn of Africa has been increasingly exposed to compound events. Frequent extreme wet and dry conditions often compound with its fragile context characterized by internal ethnic conflicts, unstable governments, and high levels of poverty, resulting in impacts usually larger than anticipated. An improved understanding of the drivers and their interactions can help to reduce future risks associated with compound events.
Here, we conducted a retrospective analysis of the humanitarian crises that occurred in Kenya and Ethiopia in 2017-2018. In this period, a severe drought that occurred over the span of around 18/24 months, was followed by extensive flooding during the 2018 March-May rainy season. The impacts and their related drivers were explored, first through a review of the literature, and then through a survey and semi-structured interviews with several stakeholders from national agencies, civil societies, and NGOs. The approach resulted in a participatory co-creation of causal loop diagrams used as qualitative mental maps of the perceived drivers and interactions. These were then used as a basis for the semi-quantitative analysis of driver-interactions, modelling the impacts of immediate and long-term effects of the compound events.
The analysis disentangles the spatial-temporal feedback of drought and flood events, and their interconnections with societal forces. We found both negative and positive feedback on the food security level of the Kenyan and Ethiopian population. For instance, the flood initially exacerbated food insecurity caused by the long drought, but in the long term, it helped alleviate related water shortages. The results show the importance of taking drought response actions that first do not increase the risk related to subsequent floods (e.g., encouraging the allocation of people in lowland areas), but also that can boost the positive impacts of above-average rainfall on drought effects. Moreover, we investigated potential early warning signs and explored the impacts of several measures, identifying windows of opportunity for interventions.
How to cite: Matano, A., Van Loon, A., de Ruiter, M., Koehler, J., de Moel, H., and Ward, P.: Compound Drought-Flood Events in Fragile Contexts: Examples from the Horn of Africa, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10148, https://doi.org/10.5194/egusphere-egu21-10148, 2021.
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Humanitarian crises often result from a combination of multiple physical and societal processes, rather than independently from a single driver. The combination of processes leads to “compound events”, whose socio-economic impacts could be larger than those expected by analysing each driver individually. In recent years, the Horn of Africa has been increasingly exposed to compound events. Frequent extreme wet and dry conditions often compound with its fragile context characterized by internal ethnic conflicts, unstable governments, and high levels of poverty, resulting in impacts usually larger than anticipated. An improved understanding of the drivers and their interactions can help to reduce future risks associated with compound events.
Here, we conducted a retrospective analysis of the humanitarian crises that occurred in Kenya and Ethiopia in 2017-2018. In this period, a severe drought that occurred over the span of around 18/24 months, was followed by extensive flooding during the 2018 March-May rainy season. The impacts and their related drivers were explored, first through a review of the literature, and then through a survey and semi-structured interviews with several stakeholders from national agencies, civil societies, and NGOs. The approach resulted in a participatory co-creation of causal loop diagrams used as qualitative mental maps of the perceived drivers and interactions. These were then used as a basis for the semi-quantitative analysis of driver-interactions, modelling the impacts of immediate and long-term effects of the compound events.
The analysis disentangles the spatial-temporal feedback of drought and flood events, and their interconnections with societal forces. We found both negative and positive feedback on the food security level of the Kenyan and Ethiopian population. For instance, the flood initially exacerbated food insecurity caused by the long drought, but in the long term, it helped alleviate related water shortages. The results show the importance of taking drought response actions that first do not increase the risk related to subsequent floods (e.g., encouraging the allocation of people in lowland areas), but also that can boost the positive impacts of above-average rainfall on drought effects. Moreover, we investigated potential early warning signs and explored the impacts of several measures, identifying windows of opportunity for interventions.
How to cite: Matano, A., Van Loon, A., de Ruiter, M., Koehler, J., de Moel, H., and Ward, P.: Compound Drought-Flood Events in Fragile Contexts: Examples from the Horn of Africa, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10148, https://doi.org/10.5194/egusphere-egu21-10148, 2021.
EGU21-12061 | vPICO presentations | NH10.1
Identifying multi-hazard potential impact at the pan-European level: the DRMKC Risk Data Hub methodologyTiberiu-Eugen Antofie, Stefano Luoni, Montserrat Marin-Ferrer, Flavia Patrascu, Gustav Eklund, Florian Lindl, Marzia Santini, and Doherty Brian
The EU Disaster Risk Management Knowledge Centre (DRMKC)[1] is currently developing a WebGIS-based platform – the Risk Data Hub[2] - aimed at improving access to and sharing of EU-wide risk data, tools, and methodologies in support to policy Directorate-General and national authorities for their Disaster Risk Management. The development of the platform is based on the results of a ‘’Needs and Gaps” analysis performed as part of the preparation of the European Commission Staff Working Document – ‘’Overview of Natural and Man-made Disaster Risks the European Union may face’’ (2014[3], 2017[4],2020[5]). The overview concerned the 31 summaries of the National Risk Assessment (NRA) submitted to the European Commission by the Participant States of the Union of Civil Protection Mechanism. For multi-hazard assessments, it concluded that a gap exists between the knowledge and data available in the scientific community and the accessibility and usability by Decision Makers and the Civil Protection community. With the DRMKC’s Risk Data Hub development, we support the integration of multi-hazard risk assessment and mapping into evidence-based decision-making, risk-reduction strategies, and adaptation plans.
Based on this context and utilizing spatial analysis of exposed elements to various hazards across Europe, we present in this study a novel methodological approach for the assessment of multi-hazard potential impact. This methodology is currently implemented on the DRMKC Risk Data Hub WebGIS platform. The methodological approach is based on a hotspot analysis applied to residential area and population exposed to single hazards such as river flood, coastal inundation, earthquakes, landslides, forest fire, and subsidence. Based on different aggregations of the exposure we identify the statistically significant hotspot for the considered hazard exposure. Using Stouffer’s method (Stouffer et al., 1949) for meta-analysis, the statistically significant exposure hotspots for single hazards are combined and subsequently, spatial extension and location of multi-hazards potential impact can be identified. Consequently, we provide the spatial overview of regions expected to suffer significant multi-hazard potential impacts across Europe at the subnational level. Based on theoretical aspects developed in the literature, we put forward a multi-hazard interaction framework for the sub-national spatial extent across Europe. Finally, a validation of the results against the multi-hazard disaster loss data hosted on the DRMKC Risk Data Hub will be exercised.
The outcome of this study will provide valuable input for the Disaster Risk Management policy support and will assist national authorities on the implementation of a multi-hazard approach in the National Risk Assessments preparation.
[1] https://drmkc.jrc.ec.europa.eu/
[2] https://drmkc.jrc.ec.europa.eu/risk-data-hub#/
[3] EUR-Lex - 52014SC0134 - EN - EUR-Lex (europa.eu)
[4] https://ec.europa.eu/echo/sites/echo-site/files/swd_2017_176_overview_of_risks_2.pdf
[5] https://ec.europa.eu/echo/sites/echo-site/files/overview_of_natural_and_man-made_disaster_risks_the_european_union_may_face.pdf
Stouffer, S., DeVinney, L. & Suchman, E. 1949. The American soldier: Adjustment during army life, vol. 1. Princeton University Press Princeton, US.
How to cite: Antofie, T.-E., Luoni, S., Marin-Ferrer, M., Patrascu, F., Eklund, G., Lindl, F., Santini, M., and Brian, D.: Identifying multi-hazard potential impact at the pan-European level: the DRMKC Risk Data Hub methodology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12061, https://doi.org/10.5194/egusphere-egu21-12061, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
The EU Disaster Risk Management Knowledge Centre (DRMKC)[1] is currently developing a WebGIS-based platform – the Risk Data Hub[2] - aimed at improving access to and sharing of EU-wide risk data, tools, and methodologies in support to policy Directorate-General and national authorities for their Disaster Risk Management. The development of the platform is based on the results of a ‘’Needs and Gaps” analysis performed as part of the preparation of the European Commission Staff Working Document – ‘’Overview of Natural and Man-made Disaster Risks the European Union may face’’ (2014[3], 2017[4],2020[5]). The overview concerned the 31 summaries of the National Risk Assessment (NRA) submitted to the European Commission by the Participant States of the Union of Civil Protection Mechanism. For multi-hazard assessments, it concluded that a gap exists between the knowledge and data available in the scientific community and the accessibility and usability by Decision Makers and the Civil Protection community. With the DRMKC’s Risk Data Hub development, we support the integration of multi-hazard risk assessment and mapping into evidence-based decision-making, risk-reduction strategies, and adaptation plans.
Based on this context and utilizing spatial analysis of exposed elements to various hazards across Europe, we present in this study a novel methodological approach for the assessment of multi-hazard potential impact. This methodology is currently implemented on the DRMKC Risk Data Hub WebGIS platform. The methodological approach is based on a hotspot analysis applied to residential area and population exposed to single hazards such as river flood, coastal inundation, earthquakes, landslides, forest fire, and subsidence. Based on different aggregations of the exposure we identify the statistically significant hotspot for the considered hazard exposure. Using Stouffer’s method (Stouffer et al., 1949) for meta-analysis, the statistically significant exposure hotspots for single hazards are combined and subsequently, spatial extension and location of multi-hazards potential impact can be identified. Consequently, we provide the spatial overview of regions expected to suffer significant multi-hazard potential impacts across Europe at the subnational level. Based on theoretical aspects developed in the literature, we put forward a multi-hazard interaction framework for the sub-national spatial extent across Europe. Finally, a validation of the results against the multi-hazard disaster loss data hosted on the DRMKC Risk Data Hub will be exercised.
The outcome of this study will provide valuable input for the Disaster Risk Management policy support and will assist national authorities on the implementation of a multi-hazard approach in the National Risk Assessments preparation.
[1] https://drmkc.jrc.ec.europa.eu/
[2] https://drmkc.jrc.ec.europa.eu/risk-data-hub#/
[3] EUR-Lex - 52014SC0134 - EN - EUR-Lex (europa.eu)
[4] https://ec.europa.eu/echo/sites/echo-site/files/swd_2017_176_overview_of_risks_2.pdf
[5] https://ec.europa.eu/echo/sites/echo-site/files/overview_of_natural_and_man-made_disaster_risks_the_european_union_may_face.pdf
Stouffer, S., DeVinney, L. & Suchman, E. 1949. The American soldier: Adjustment during army life, vol. 1. Princeton University Press Princeton, US.
How to cite: Antofie, T.-E., Luoni, S., Marin-Ferrer, M., Patrascu, F., Eklund, G., Lindl, F., Santini, M., and Brian, D.: Identifying multi-hazard potential impact at the pan-European level: the DRMKC Risk Data Hub methodology, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12061, https://doi.org/10.5194/egusphere-egu21-12061, 2021.
EGU21-10983 | vPICO presentations | NH10.1
METEOR: A methodology for assessing the potential for multi-hazard impacts on building exposure in developing nations.Annie Winson, Kay Smith, Colm Jordan, Katy Mee, Charles Huyck, Vitor Silva, Nicole Paul, Sharad Wagle, William Evans, Emmanuel Kombe, Innocent Maholi, Ganesh Jimee, Claire Dashwood, Roxana Ciurean, David Boon, Christopher Sampson, Paul Henshaw, Charles Msangi, Luca Petrarulo, and Suman Pradhan and the METEOR
The METEOR project (Modelling Exposure Through Earth Observation Routines) is a three year project ending in March 2021, co-funded by the UK Space Agency International Partnership Programme. The aim of this project was to develop innovative methods to understand multi-hazard and exposure, and to deliver robust data for Disaster Risk Management (DRM) in Nepal and Tanzania.
In developing economies there is a pressing need to characterise hazard, exposure and vulnerability to allow for comprehensive DRM plans and pre-positioning. In the METEOR project these exposure protocols and standards were co-developed and validated in Nepal and Tanzania to ensure that they are fit-for-purpose. Many multi-hazard mapping approaches focus on the frequency of events and use historical financial losses as a proxy for infrastructure impact or exposure (Bell and Glade, 2004; Tate et al., 2010; Schmidt et al., 2011; Kappes et al., 2012). Whilst such approaches may be appropriate for hazards with historic inventories detailing the distribution and scale of events, for others estimation of key factors such as historic frequency, or probability of occurrence or losses, is much more complex.
Here we will present a new methodology for assessing the national impact of multi-hazards on exposure, grounded in earth observation data, in the context of data paucity and high levels of inherent uncertainty. We explore a subset of the METEOR data for Nepal to discuss the main controls on the uncertainty of the final outputs of our model. We also show how our model can be tied to existing vulnerability curves to link hazard assessments with expected damage.
How to cite: Winson, A., Smith, K., Jordan, C., Mee, K., Huyck, C., Silva, V., Paul, N., Wagle, S., Evans, W., Kombe, E., Maholi, I., Jimee, G., Dashwood, C., Ciurean, R., Boon, D., Sampson, C., Henshaw, P., Msangi, C., Petrarulo, L., and Pradhan, S. and the METEOR: METEOR: A methodology for assessing the potential for multi-hazard impacts on building exposure in developing nations., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10983, https://doi.org/10.5194/egusphere-egu21-10983, 2021.
The METEOR project (Modelling Exposure Through Earth Observation Routines) is a three year project ending in March 2021, co-funded by the UK Space Agency International Partnership Programme. The aim of this project was to develop innovative methods to understand multi-hazard and exposure, and to deliver robust data for Disaster Risk Management (DRM) in Nepal and Tanzania.
In developing economies there is a pressing need to characterise hazard, exposure and vulnerability to allow for comprehensive DRM plans and pre-positioning. In the METEOR project these exposure protocols and standards were co-developed and validated in Nepal and Tanzania to ensure that they are fit-for-purpose. Many multi-hazard mapping approaches focus on the frequency of events and use historical financial losses as a proxy for infrastructure impact or exposure (Bell and Glade, 2004; Tate et al., 2010; Schmidt et al., 2011; Kappes et al., 2012). Whilst such approaches may be appropriate for hazards with historic inventories detailing the distribution and scale of events, for others estimation of key factors such as historic frequency, or probability of occurrence or losses, is much more complex.
Here we will present a new methodology for assessing the national impact of multi-hazards on exposure, grounded in earth observation data, in the context of data paucity and high levels of inherent uncertainty. We explore a subset of the METEOR data for Nepal to discuss the main controls on the uncertainty of the final outputs of our model. We also show how our model can be tied to existing vulnerability curves to link hazard assessments with expected damage.
How to cite: Winson, A., Smith, K., Jordan, C., Mee, K., Huyck, C., Silva, V., Paul, N., Wagle, S., Evans, W., Kombe, E., Maholi, I., Jimee, G., Dashwood, C., Ciurean, R., Boon, D., Sampson, C., Henshaw, P., Msangi, C., Petrarulo, L., and Pradhan, S. and the METEOR: METEOR: A methodology for assessing the potential for multi-hazard impacts on building exposure in developing nations., EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10983, https://doi.org/10.5194/egusphere-egu21-10983, 2021.
EGU21-12514 | vPICO presentations | NH10.1 | Highlight
Assessing multi-risk through impact chains and spatial analysis: experience from the Marrakech-Safi region (Morocco)Davide Cotti, Mostapha Harb, Abdessamad Hadri, Eva Trasforini, Andrea Libertino, Khalid Rkha Chaham, Felicitas Bellert, and Michael Hagenlocher
Methodologies to assess risk from multiple hazards are increasingly being developed, and a growing body of literature reports implementations of multi-hazard risk assessments. However, fewer studies so far have attempted to complement a multiple hazard perspective with an equally sophisticated approach to assess the other subcomponents of risk, notably multi-vulnerability, in order to represent not just multi-hazard but rather multi-risk dynamics.
Using the impact chains approach, we have developed a participatory multi-risk assessment of the Marrakech-Safi region (Morocco). Floods and droughts, two of the most relevant hazards affecting the region, were considered for the study, with the aim of capturing their effects on diverse elements at risk, such as human security and rural livelihoods.
First, in order to identify the drivers of the most relevant impact-related risks associated with floods and droughts in the region, a set of four impact chains were co-developed with local experts and regional stakeholders during a dedicated workshop. Thereby, each type of risk was narrowly defined (i.e. “ risk of physical harm for the population due to floods”, “risk from loss of infrastructures and properties due to floods”, “risk of economic losses for rainfed agricultural systems due to drought”, “risk of economic losses for irrigated agricultural systems due to drought”), and the principal cause-effect connections between drivers were identified.
As a second step, each impact chain informed the spatial analysis of both single and multi-risk based on secondary data at the municipal level (n = 255 municipalities). The Standardized Precipitation Index (SPI) was used to characterize drought hazard for rainfed (SPI3) and irrigated (SPI12) farmlands, whereas a hydrological model was developed to simulate a 100-year return period flood. Exposure of people to floods was assessed using the WorldPop population distribution dataset, while a regional land use-land cover model was developed to assess exposure of irrigated and rainfed farmlands to drought. For each type of risk, weighted vulnerability indices were computed based on a set of social and environmental indicators, and combined to the hazard exposure assessments via a matrix approach to obtain single-risk classes. Ultimately, the four single-risk exposure and vulnerability scores were combined into a multi-exposure and multi-vulnerability score respectively, which were then used to obtain the final multi-risk classes.
Results show that the vast majority of municipalities in the region are affected by two risks or more, and that multi-vulnerability classes influenced importantly the final multi-risk assessment. The methodology allowed a complex representation of single- and multi-risk, integrating qualitative and quantitative outputs: impact chains proved to be useful at representing the inherent complexities of risk, while the spatial analysis helped to understand regional differences in multi-risk in all components of hazard, exposure and vulnerability. The results of the assessments are expected to support multi-sectoral planning at the regional level. However, further research is needed to understand how to manage the increase in complexity should more hazard and/or more risk typologies be considered, and how to best model the complex interactions emerging from the impact chains in a more dynamic way.
How to cite: Cotti, D., Harb, M., Hadri, A., Trasforini, E., Libertino, A., Rkha Chaham, K., Bellert, F., and Hagenlocher, M.: Assessing multi-risk through impact chains and spatial analysis: experience from the Marrakech-Safi region (Morocco), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12514, https://doi.org/10.5194/egusphere-egu21-12514, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Methodologies to assess risk from multiple hazards are increasingly being developed, and a growing body of literature reports implementations of multi-hazard risk assessments. However, fewer studies so far have attempted to complement a multiple hazard perspective with an equally sophisticated approach to assess the other subcomponents of risk, notably multi-vulnerability, in order to represent not just multi-hazard but rather multi-risk dynamics.
Using the impact chains approach, we have developed a participatory multi-risk assessment of the Marrakech-Safi region (Morocco). Floods and droughts, two of the most relevant hazards affecting the region, were considered for the study, with the aim of capturing their effects on diverse elements at risk, such as human security and rural livelihoods.
First, in order to identify the drivers of the most relevant impact-related risks associated with floods and droughts in the region, a set of four impact chains were co-developed with local experts and regional stakeholders during a dedicated workshop. Thereby, each type of risk was narrowly defined (i.e. “ risk of physical harm for the population due to floods”, “risk from loss of infrastructures and properties due to floods”, “risk of economic losses for rainfed agricultural systems due to drought”, “risk of economic losses for irrigated agricultural systems due to drought”), and the principal cause-effect connections between drivers were identified.
As a second step, each impact chain informed the spatial analysis of both single and multi-risk based on secondary data at the municipal level (n = 255 municipalities). The Standardized Precipitation Index (SPI) was used to characterize drought hazard for rainfed (SPI3) and irrigated (SPI12) farmlands, whereas a hydrological model was developed to simulate a 100-year return period flood. Exposure of people to floods was assessed using the WorldPop population distribution dataset, while a regional land use-land cover model was developed to assess exposure of irrigated and rainfed farmlands to drought. For each type of risk, weighted vulnerability indices were computed based on a set of social and environmental indicators, and combined to the hazard exposure assessments via a matrix approach to obtain single-risk classes. Ultimately, the four single-risk exposure and vulnerability scores were combined into a multi-exposure and multi-vulnerability score respectively, which were then used to obtain the final multi-risk classes.
Results show that the vast majority of municipalities in the region are affected by two risks or more, and that multi-vulnerability classes influenced importantly the final multi-risk assessment. The methodology allowed a complex representation of single- and multi-risk, integrating qualitative and quantitative outputs: impact chains proved to be useful at representing the inherent complexities of risk, while the spatial analysis helped to understand regional differences in multi-risk in all components of hazard, exposure and vulnerability. The results of the assessments are expected to support multi-sectoral planning at the regional level. However, further research is needed to understand how to manage the increase in complexity should more hazard and/or more risk typologies be considered, and how to best model the complex interactions emerging from the impact chains in a more dynamic way.
How to cite: Cotti, D., Harb, M., Hadri, A., Trasforini, E., Libertino, A., Rkha Chaham, K., Bellert, F., and Hagenlocher, M.: Assessing multi-risk through impact chains and spatial analysis: experience from the Marrakech-Safi region (Morocco), EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12514, https://doi.org/10.5194/egusphere-egu21-12514, 2021.
EGU21-12974 | vPICO presentations | NH10.1
Inventory and preliminary assessment of natural hazards in Kigezi highlands, South Western UgandaViolet Kanyiginya, Ronald Twongyirwe, Grace Kagoro, David Mubiru, Matthieu Kervyn, and Olivier Dewitte
Uganda is regularly affected by multiple natural hazards, including floods, droughts, earthquakes, landslides and windstorms. This is due to a combination of natural biophysical factors such as steep topography, intense rainfall, variability of dry and rain seasons and high weathering rates. In addition, high population density, deforestation and other human-induced land use changes, and high poverty levels are believed to have an influence on the patterns of natural hazards and their impacts in the region. Despite this, there are limited studies that assess where and when natural hazards occur in Uganda, and a dearth of information on the processes involved. In addition, drivers and earth/landscape characteristics controlling the occurrence of natural hazards in the country remain poorly understood despite the high need for effective disaster risk reduction. Here, we present the ongoing methodological research framework and the first results of a study whose main objective is to understand the spatial and temporal occurrence of natural hazards that affect the Kigezi Highlands of south western Uganda and their interactions. To this end, the study is undertaking a comprehensive regional hazard inventory consisting of satellite image analysis, field surveys and exploration of literature and archives. Historical aerial photos and interviews with the elderly are important tools to analyze the impact of multi-decadal human-induced land use changes on natural hazard occurrences. Meanwhile, a network of 15 geo-observers, i.e. citizens of local communities distributed across representative landscapes of the study area, was established in December 2019. Trained at using smartphone technology, they collect information (processes and impacts) on seven different natural hazards (droughts, earthquakes, floods, hailstorms, landslides, lightning, and windstorms) whenever they occur. During the first 12 months, 204 natural hazard events with accurate timing information have been reported by the geo-observers. Combined to field survey, these recent events have been associated mainly with the occurrence of > 3000 shallow landslides and 30 floods, frequently in co-occurrence and triggered by heavy rainfall. Additional inventory from Google Earth and Planet imagery covering a region much larger than that of the geo-observer network and a time window of more than 10 years shows an extra 230 landslide and flood occurrences, while archives and literature indicate 226 natural hazard events over the last 30 years. The preliminary results already demonstrate the value of citizen-science in producing highly detailed natural hazard inventory. A combination of different inventory methods improves the level of accuracy in understanding the spatial-temporal distribution of natural hazards.
How to cite: Kanyiginya, V., Twongyirwe, R., Kagoro, G., Mubiru, D., Kervyn, M., and Dewitte, O.: Inventory and preliminary assessment of natural hazards in Kigezi highlands, South Western Uganda, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12974, https://doi.org/10.5194/egusphere-egu21-12974, 2021.
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Uganda is regularly affected by multiple natural hazards, including floods, droughts, earthquakes, landslides and windstorms. This is due to a combination of natural biophysical factors such as steep topography, intense rainfall, variability of dry and rain seasons and high weathering rates. In addition, high population density, deforestation and other human-induced land use changes, and high poverty levels are believed to have an influence on the patterns of natural hazards and their impacts in the region. Despite this, there are limited studies that assess where and when natural hazards occur in Uganda, and a dearth of information on the processes involved. In addition, drivers and earth/landscape characteristics controlling the occurrence of natural hazards in the country remain poorly understood despite the high need for effective disaster risk reduction. Here, we present the ongoing methodological research framework and the first results of a study whose main objective is to understand the spatial and temporal occurrence of natural hazards that affect the Kigezi Highlands of south western Uganda and their interactions. To this end, the study is undertaking a comprehensive regional hazard inventory consisting of satellite image analysis, field surveys and exploration of literature and archives. Historical aerial photos and interviews with the elderly are important tools to analyze the impact of multi-decadal human-induced land use changes on natural hazard occurrences. Meanwhile, a network of 15 geo-observers, i.e. citizens of local communities distributed across representative landscapes of the study area, was established in December 2019. Trained at using smartphone technology, they collect information (processes and impacts) on seven different natural hazards (droughts, earthquakes, floods, hailstorms, landslides, lightning, and windstorms) whenever they occur. During the first 12 months, 204 natural hazard events with accurate timing information have been reported by the geo-observers. Combined to field survey, these recent events have been associated mainly with the occurrence of > 3000 shallow landslides and 30 floods, frequently in co-occurrence and triggered by heavy rainfall. Additional inventory from Google Earth and Planet imagery covering a region much larger than that of the geo-observer network and a time window of more than 10 years shows an extra 230 landslide and flood occurrences, while archives and literature indicate 226 natural hazard events over the last 30 years. The preliminary results already demonstrate the value of citizen-science in producing highly detailed natural hazard inventory. A combination of different inventory methods improves the level of accuracy in understanding the spatial-temporal distribution of natural hazards.
How to cite: Kanyiginya, V., Twongyirwe, R., Kagoro, G., Mubiru, D., Kervyn, M., and Dewitte, O.: Inventory and preliminary assessment of natural hazards in Kigezi highlands, South Western Uganda, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-12974, https://doi.org/10.5194/egusphere-egu21-12974, 2021.
EGU21-16053 | vPICO presentations | NH10.1
Multiple-hazards and their interactions in urban low-to-middle income countries: a case study from NairobiBruce D. Malamud, Emmah Mwangi, Joel Gill, Ekbal Hussain, Faith Taylor, and Robert Sakic Trogrlic
Global policy frameworks, such as the Sendai Framework for Disaster Risk Reduction 2015-2030, increasingly advocate for multi-hazard approaches across different spatial scales. However, management approaches on the ground are still informed by siloed approaches based on one single natural hazard (e.g. flood, earthquake, snowstorm). However, locations are rarely subjected to a single natural hazard but rather prone to more than one. These different hazards and their interactions (e.g. one natural hazard triggering or increasing the probability of one or more natural hazards), together with exposure and vulnerability, shape the disaster landscape of a given region and associated disaster impact. Here, as part of the UK GCRF funded research grant “Tomorrow’s Cities” we first map out the single natural hazardscape for Nairobi using evidence collected through peer-reviewed literature, grey literature, social media and newspapers. We find the following hazard groups and hazard types present in Nairobi: (i) geophysical (earthquakes, volcanic eruptions, landslides), (ii) hydrological (floods and droughts), (iii) shallow earth processes (regional subsidence, ground collapse, soil subsidence, ground heave), (iv) atmospheric hazards (storm, hail, lightning, extreme heat, extreme cold), (v) biophysical (urban fires), and vi) space hazards (geomatic storms, and impact events). The breadth of single natural hazards that can potentially impact Nairobi is much larger than normally considered by individual hazard managers that work in Nairobi. We then use a global hazard matrix to identify possible hazard interactions, focusing on the following interaction mechanisms: (i) hazard triggering secondary hazard, (ii) hazards amplifying the possibility of the secondary hazard occurring. We identify 67 possible interactions, as well as some of the interaction cascade typologies that are typical for Nairobi (e.g. a storm triggers and increases the probability of a flood which in turn increases the probability of a flood). Our results indicate a breadth of natural hazards and their interactions in Nairobi, and emphasise a need for a multi-hazard approach to disaster risk reduction.
How to cite: Malamud, B. D., Mwangi, E., Gill, J., Hussain, E., Taylor, F., and Sakic Trogrlic, R.: Multiple-hazards and their interactions in urban low-to-middle income countries: a case study from Nairobi, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16053, https://doi.org/10.5194/egusphere-egu21-16053, 2021.
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Global policy frameworks, such as the Sendai Framework for Disaster Risk Reduction 2015-2030, increasingly advocate for multi-hazard approaches across different spatial scales. However, management approaches on the ground are still informed by siloed approaches based on one single natural hazard (e.g. flood, earthquake, snowstorm). However, locations are rarely subjected to a single natural hazard but rather prone to more than one. These different hazards and their interactions (e.g. one natural hazard triggering or increasing the probability of one or more natural hazards), together with exposure and vulnerability, shape the disaster landscape of a given region and associated disaster impact. Here, as part of the UK GCRF funded research grant “Tomorrow’s Cities” we first map out the single natural hazardscape for Nairobi using evidence collected through peer-reviewed literature, grey literature, social media and newspapers. We find the following hazard groups and hazard types present in Nairobi: (i) geophysical (earthquakes, volcanic eruptions, landslides), (ii) hydrological (floods and droughts), (iii) shallow earth processes (regional subsidence, ground collapse, soil subsidence, ground heave), (iv) atmospheric hazards (storm, hail, lightning, extreme heat, extreme cold), (v) biophysical (urban fires), and vi) space hazards (geomatic storms, and impact events). The breadth of single natural hazards that can potentially impact Nairobi is much larger than normally considered by individual hazard managers that work in Nairobi. We then use a global hazard matrix to identify possible hazard interactions, focusing on the following interaction mechanisms: (i) hazard triggering secondary hazard, (ii) hazards amplifying the possibility of the secondary hazard occurring. We identify 67 possible interactions, as well as some of the interaction cascade typologies that are typical for Nairobi (e.g. a storm triggers and increases the probability of a flood which in turn increases the probability of a flood). Our results indicate a breadth of natural hazards and their interactions in Nairobi, and emphasise a need for a multi-hazard approach to disaster risk reduction.
How to cite: Malamud, B. D., Mwangi, E., Gill, J., Hussain, E., Taylor, F., and Sakic Trogrlic, R.: Multiple-hazards and their interactions in urban low-to-middle income countries: a case study from Nairobi, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-16053, https://doi.org/10.5194/egusphere-egu21-16053, 2021.
EGU21-4163 | vPICO presentations | NH10.1
Glacial Lake Outburst Floods Early Warning System to save lives and livelihood of the Nepal Himalaya communities: A case Study of Imja Glacial Lake, NepalDeepak Kc, Top Khatri, and Rishiram Sharma
Nepal, a mountainous country, is experiencing multiple disasters, majority of which are induced by Climate Change. Erratic rainfall, extremely high temperature during summer, cold waves are some of them. Nepal will experience the impacts of climate change through an increase in temperature, more frequent heat waves and shorter frost durations in the future (5AR IPCC). Nepal is witnessing the increased maximum temperature of 0.56oC per decade and the increment of the temperature is even higher in the mountain region (ICIMOD 2019). One of the major impacts of Climate Change among others, is glacier retreat and Glacial Lake Outburst Floods (GLOFS). Nepal has already experienced more than 26 GLOFS (UNDP and ICIMOD 2020), originated both from Nepal and China, Tibet.
The Imja Glacial Lake is located at 27° 53′ 55“ N latitude, 86° 55’ 20” E longitude and at an altitude of 5010 m in Everest Region of Nepal Himalayas. Imja was identified during 1960s as a small supra lake, was later expanded to an area of 1.28 Km2, 148.9 meter deep, holding 75.2 million cubic meters of water in 2014. Lake lowering by 3.4 metres and establishment of early warning system was done in 2016 by the Government of Nepal and UNDP with the support of Global Environment Facility. Hydro-met stations & GLOF Sensors in the periphery and downstream of Imja Lake and automated early warning sirens in six prime settlements in the downstream of Imja watershed linking with dynamic SMS Alert system along 50 km downstream of Imja Dudh Koshi River have been have been linked with community-based DRM institutions at local government level. This initiative is important for preparedness and response of GLOF Risk Reduction in the Imja Valley, benefitting 71,752 vulnerable people, both local and the tourists visiting the Everest Region of Nepal.
Early Warning System of Tsho Rolpa Glacial Lake, the biggest Glacial Lake of Nepal is another example in the such system. New inventory of Glacial Lakes has identified 47 critical lakes as priority lakes for GLOF Risk Reduction in Koshi, Gandaki and Karnali basins. In the new context of federal governance system, the role of federal, province and local government and communities is crucial for achieving the targets of Sendai Framework for Disaster Risk Reduction , particularly target “g” and SDGs 11 and 13 through integrating the targets in the regular planning and its’ implementation for resilient and Sustainable Development of Nepal.
References:
Glacial lakes and glacial lake outburst floods in Nepal. Kathmandu, ICIMOD 2011, Nepal Disaster Report, Ministry of Home affairs (MoHA) , 2015, 2018 Annual Reports UNDP 2016, 2017 and 2018, Imja Hydro-Meteorological and Early Warning System User Manual, Government of Nepal and UNDP, 2017 Project Completion Report: Community Based Flood and Glacial Lake Outburst Risk Reduction Project, Government of Nepal and UNDP, 2017, Inventory of glacial lakes and identification of potentially dangerous glacial lakes in the Koshi, Gandaki, and Karnali River Basins of Nepal, the Tibet Autonomous Region of China, and India. Research Report, ICIMOD and UNDP, 2020
How to cite: Kc, D., Khatri, T., and Sharma, R.: Glacial Lake Outburst Floods Early Warning System to save lives and livelihood of the Nepal Himalaya communities: A case Study of Imja Glacial Lake, Nepal , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4163, https://doi.org/10.5194/egusphere-egu21-4163, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Nepal, a mountainous country, is experiencing multiple disasters, majority of which are induced by Climate Change. Erratic rainfall, extremely high temperature during summer, cold waves are some of them. Nepal will experience the impacts of climate change through an increase in temperature, more frequent heat waves and shorter frost durations in the future (5AR IPCC). Nepal is witnessing the increased maximum temperature of 0.56oC per decade and the increment of the temperature is even higher in the mountain region (ICIMOD 2019). One of the major impacts of Climate Change among others, is glacier retreat and Glacial Lake Outburst Floods (GLOFS). Nepal has already experienced more than 26 GLOFS (UNDP and ICIMOD 2020), originated both from Nepal and China, Tibet.
The Imja Glacial Lake is located at 27° 53′ 55“ N latitude, 86° 55’ 20” E longitude and at an altitude of 5010 m in Everest Region of Nepal Himalayas. Imja was identified during 1960s as a small supra lake, was later expanded to an area of 1.28 Km2, 148.9 meter deep, holding 75.2 million cubic meters of water in 2014. Lake lowering by 3.4 metres and establishment of early warning system was done in 2016 by the Government of Nepal and UNDP with the support of Global Environment Facility. Hydro-met stations & GLOF Sensors in the periphery and downstream of Imja Lake and automated early warning sirens in six prime settlements in the downstream of Imja watershed linking with dynamic SMS Alert system along 50 km downstream of Imja Dudh Koshi River have been have been linked with community-based DRM institutions at local government level. This initiative is important for preparedness and response of GLOF Risk Reduction in the Imja Valley, benefitting 71,752 vulnerable people, both local and the tourists visiting the Everest Region of Nepal.
Early Warning System of Tsho Rolpa Glacial Lake, the biggest Glacial Lake of Nepal is another example in the such system. New inventory of Glacial Lakes has identified 47 critical lakes as priority lakes for GLOF Risk Reduction in Koshi, Gandaki and Karnali basins. In the new context of federal governance system, the role of federal, province and local government and communities is crucial for achieving the targets of Sendai Framework for Disaster Risk Reduction , particularly target “g” and SDGs 11 and 13 through integrating the targets in the regular planning and its’ implementation for resilient and Sustainable Development of Nepal.
References:
Glacial lakes and glacial lake outburst floods in Nepal. Kathmandu, ICIMOD 2011, Nepal Disaster Report, Ministry of Home affairs (MoHA) , 2015, 2018 Annual Reports UNDP 2016, 2017 and 2018, Imja Hydro-Meteorological and Early Warning System User Manual, Government of Nepal and UNDP, 2017 Project Completion Report: Community Based Flood and Glacial Lake Outburst Risk Reduction Project, Government of Nepal and UNDP, 2017, Inventory of glacial lakes and identification of potentially dangerous glacial lakes in the Koshi, Gandaki, and Karnali River Basins of Nepal, the Tibet Autonomous Region of China, and India. Research Report, ICIMOD and UNDP, 2020
How to cite: Kc, D., Khatri, T., and Sharma, R.: Glacial Lake Outburst Floods Early Warning System to save lives and livelihood of the Nepal Himalaya communities: A case Study of Imja Glacial Lake, Nepal , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-4163, https://doi.org/10.5194/egusphere-egu21-4163, 2021.
EGU21-10488 | vPICO presentations | NH10.1
Vulnerability and Risk Assessment to Hydrometeorological Hazards in the City of Naga, Cebu, PhilippinesCamille Ballesteros, Joy Santiago, Jerico Mendoza, and Alfredo Mahar Francisco Lagmay
The global temperature has risen rapidly over the past years. It contributes to climate change and poses an increase in the number and scale of disasters. On September 20, 2018, a massive landslide devastated the City of Naga and claimed the lives of 78 people. With this, the city government of Naga and the University of the Philippines Resilience Institute conducted a Climate and Disaster Risk Assessment (CDRA) to analyze and mitigate the impacts of natural hazards intensified by climate change. Part of the CDRA process is the exposure database development which provides baseline information to each exposure unit. Four hydrometeorological hazards, flood, rain-induced landslide, storm surge, and storm surge with sea-level rise, were assessed in the CDRA for the City of Naga. The study also incorporated the climate change projections from the Intergovernmental Panel on Climate Change, specifically the Representative Concentration Pathways (RCPs) 4.5 and 8.5. This study simulated a total of fifteen scenarios for each hazard using baseline data and RCP 4.5 and RCP 8.5 models, which include five-year, 25-year, and 100-year rainfall return periods (RRP). The vulnerability assessment uses the function of exposure, sensitivity, and adaptive capacity. The risk assessment, on the other hand, uses the function of the likelihood of occurrence and severity of the consequence of each hazard. The results of the CDRA show that the vulnerabilities and risks of the barangays (villages) in the City of Naga generally increase as the climate change scenario increases. The City of Naga formulated various risk-sensitive policy interventions to prepare for the climate change impacts and disaster risks in the future. These include, but not limited to, the establishment of no-build zones, strict compliance to national laws, and mandatory evacuation of households in high-risk areas during heavy rainfall events.
How to cite: Ballesteros, C., Santiago, J., Mendoza, J., and Lagmay, A. M. F.: Vulnerability and Risk Assessment to Hydrometeorological Hazards in the City of Naga, Cebu, Philippines, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10488, https://doi.org/10.5194/egusphere-egu21-10488, 2021.
The global temperature has risen rapidly over the past years. It contributes to climate change and poses an increase in the number and scale of disasters. On September 20, 2018, a massive landslide devastated the City of Naga and claimed the lives of 78 people. With this, the city government of Naga and the University of the Philippines Resilience Institute conducted a Climate and Disaster Risk Assessment (CDRA) to analyze and mitigate the impacts of natural hazards intensified by climate change. Part of the CDRA process is the exposure database development which provides baseline information to each exposure unit. Four hydrometeorological hazards, flood, rain-induced landslide, storm surge, and storm surge with sea-level rise, were assessed in the CDRA for the City of Naga. The study also incorporated the climate change projections from the Intergovernmental Panel on Climate Change, specifically the Representative Concentration Pathways (RCPs) 4.5 and 8.5. This study simulated a total of fifteen scenarios for each hazard using baseline data and RCP 4.5 and RCP 8.5 models, which include five-year, 25-year, and 100-year rainfall return periods (RRP). The vulnerability assessment uses the function of exposure, sensitivity, and adaptive capacity. The risk assessment, on the other hand, uses the function of the likelihood of occurrence and severity of the consequence of each hazard. The results of the CDRA show that the vulnerabilities and risks of the barangays (villages) in the City of Naga generally increase as the climate change scenario increases. The City of Naga formulated various risk-sensitive policy interventions to prepare for the climate change impacts and disaster risks in the future. These include, but not limited to, the establishment of no-build zones, strict compliance to national laws, and mandatory evacuation of households in high-risk areas during heavy rainfall events.
How to cite: Ballesteros, C., Santiago, J., Mendoza, J., and Lagmay, A. M. F.: Vulnerability and Risk Assessment to Hydrometeorological Hazards in the City of Naga, Cebu, Philippines, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10488, https://doi.org/10.5194/egusphere-egu21-10488, 2021.
EGU21-13026 | vPICO presentations | NH10.1
Mortality risk assessment for earthquake-landslide-debris flow disaster chain under different scenarios: A case study in Wenchuan, ChinaXiang Han, Yunhe Yin, and Shaohong Wu
Earthquake-geological disaster chain is one of the common forms of multi-disasters. Primary disaster and secondary disaster are cascaded, which often leads to the expansion of disaster losses. Since the ms8.0 earthquake in 2008, Wenchuan has continued to have landslides and debris flow disasters, which leads to the possibility of forming an earthquake-landslide-debris flow disaster chain, and the risk of population mortality. This study analyzes the key links in the formation of the earthquake-landslide-debris flow disaster chain in Wenchuan. Then according to the disaster chain assessment method, considering the impact of key factors in the disaster cascade effect, a factor model for the disaster chain is established. And mortality risks of the regional disaster chain under earthquake and heavy rainfall scenarios are quantified. The mortality risks of the earthquake-landslide-debris flow disaster chain are 2.82 people/km2, 2.90 people/km2, 2.92 people/km2, and 2.95 people/km2 with the precipitation probability of 20%, 5%, 2% and 1% . The risk for earthquake accounts for 50.98%~51.54%, the landslide accounts for 33.90%~34.28%, and the debris flow accounts for 14.19~15.12% in Wenchuan. At the township level, the total mortality risks of Yinxing, Yingxiu, and Gengda are at a relatively high level in this region. These results could provide a basis for further investigating and quantifying the risk reduction measurements of earthquake-landslide-debris flow disaster chain based on which effective disaster prevention and control measures can be undertaken.
How to cite: Han, X., Yin, Y., and Wu, S.: Mortality risk assessment for earthquake-landslide-debris flow disaster chain under different scenarios: A case study in Wenchuan, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13026, https://doi.org/10.5194/egusphere-egu21-13026, 2021.
Earthquake-geological disaster chain is one of the common forms of multi-disasters. Primary disaster and secondary disaster are cascaded, which often leads to the expansion of disaster losses. Since the ms8.0 earthquake in 2008, Wenchuan has continued to have landslides and debris flow disasters, which leads to the possibility of forming an earthquake-landslide-debris flow disaster chain, and the risk of population mortality. This study analyzes the key links in the formation of the earthquake-landslide-debris flow disaster chain in Wenchuan. Then according to the disaster chain assessment method, considering the impact of key factors in the disaster cascade effect, a factor model for the disaster chain is established. And mortality risks of the regional disaster chain under earthquake and heavy rainfall scenarios are quantified. The mortality risks of the earthquake-landslide-debris flow disaster chain are 2.82 people/km2, 2.90 people/km2, 2.92 people/km2, and 2.95 people/km2 with the precipitation probability of 20%, 5%, 2% and 1% . The risk for earthquake accounts for 50.98%~51.54%, the landslide accounts for 33.90%~34.28%, and the debris flow accounts for 14.19~15.12% in Wenchuan. At the township level, the total mortality risks of Yinxing, Yingxiu, and Gengda are at a relatively high level in this region. These results could provide a basis for further investigating and quantifying the risk reduction measurements of earthquake-landslide-debris flow disaster chain based on which effective disaster prevention and control measures can be undertaken.
How to cite: Han, X., Yin, Y., and Wu, S.: Mortality risk assessment for earthquake-landslide-debris flow disaster chain under different scenarios: A case study in Wenchuan, China, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13026, https://doi.org/10.5194/egusphere-egu21-13026, 2021.
EGU21-13075 | vPICO presentations | NH10.1
Tomorrow’s Cities: Multi-hazard interactions to inform disaster risk reduction in IstanbulEkbal Hussain, Eser Cakti, Aslihan Yolcu, Bruce Malamud, Joel Gill, and Robert Trogrlic
Istanbul is a major global urban centre. With city expansion expected to continue over the next few decades there is a real opportunity for urban growth that incorporates disaster risk reduction (DRR). But in order to develop DRR inclusive urban development strategies we need to understand the breadth of hazards that can affect the city and their potential interactions.
To create a single hazard overview for the city we searched through peer-reviewed literature, reports, government websites and international disaster databases for hazard occurrences. Of the 34 natural hazards in our global hazard table encompassing five major hazard groups (geophysical, shallow process, meteorological, hydrological, climatological and extraterrestrial), we found 27 of these had occurred or had the potential to occur in Istanbul. Notable absences were snow avalanches, glacial outburst floods and direct volcanic hazards. However, ash dispersal models show that ash from volcanic eruptions in the Mediterranean can affect the city.
Additionally, we present an interaction matrix for hazards relevant to the city that shows how one hazard may trigger or increase the probability of another. We adapted the global hazard interaction matrix of Gill and Malamud (2014) by removing hazards that were not relevant to Istanbul and supplementing it with specific examples that have occurred in the city. We found 85 such interactions that reveal the potential for interacting chains of natural hazards.
We discuss how multi-hazard scenarios, developed through expert stakeholder engagement and based on the hazard interaction matrix, are an effective way to explore and communicate the dynamic variability of exposure, vulnerability and therefore, multi-hazard risk.
How to cite: Hussain, E., Cakti, E., Yolcu, A., Malamud, B., Gill, J., and Trogrlic, R.: Tomorrow’s Cities: Multi-hazard interactions to inform disaster risk reduction in Istanbul, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13075, https://doi.org/10.5194/egusphere-egu21-13075, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
Forward to presentation link
You are going to open an external link to the presentation as indicated by the authors. Copernicus Meetings cannot accept any liability for the content and the website you will visit.
We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Istanbul is a major global urban centre. With city expansion expected to continue over the next few decades there is a real opportunity for urban growth that incorporates disaster risk reduction (DRR). But in order to develop DRR inclusive urban development strategies we need to understand the breadth of hazards that can affect the city and their potential interactions.
To create a single hazard overview for the city we searched through peer-reviewed literature, reports, government websites and international disaster databases for hazard occurrences. Of the 34 natural hazards in our global hazard table encompassing five major hazard groups (geophysical, shallow process, meteorological, hydrological, climatological and extraterrestrial), we found 27 of these had occurred or had the potential to occur in Istanbul. Notable absences were snow avalanches, glacial outburst floods and direct volcanic hazards. However, ash dispersal models show that ash from volcanic eruptions in the Mediterranean can affect the city.
Additionally, we present an interaction matrix for hazards relevant to the city that shows how one hazard may trigger or increase the probability of another. We adapted the global hazard interaction matrix of Gill and Malamud (2014) by removing hazards that were not relevant to Istanbul and supplementing it with specific examples that have occurred in the city. We found 85 such interactions that reveal the potential for interacting chains of natural hazards.
We discuss how multi-hazard scenarios, developed through expert stakeholder engagement and based on the hazard interaction matrix, are an effective way to explore and communicate the dynamic variability of exposure, vulnerability and therefore, multi-hazard risk.
How to cite: Hussain, E., Cakti, E., Yolcu, A., Malamud, B., Gill, J., and Trogrlic, R.: Tomorrow’s Cities: Multi-hazard interactions to inform disaster risk reduction in Istanbul, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13075, https://doi.org/10.5194/egusphere-egu21-13075, 2021.
EGU21-15051 | vPICO presentations | NH10.1
When it rains it pours: Mapping and characterization of compound events in SwedenJohanna Mård, Örjan Bodin, and Daniel Nohrstedt
NH10.4 – Compound weather and climate events
EGU21-1247 | vPICO presentations | NH10.4
Seasonal impact-based mapping of compound hazardsJohn K. Hillier and Richard S. Dixon
Impact-based, seasonal mapping of compound hazards is proposed. It is pragmatic, identifies phenomena to drive the research agenda, produces outputs relevant to stakeholders, and could be applied to many hazards globally. Illustratively, flooding and wind damage can co-occur, worsening their joint impact, yet where wet and windy seasons combine has not yet been systematically mapped. Here, seasonal impact-based proxies for wintertime flooding and extreme wind are used to map, at 1° × 1° resolution, the association between these hazards across Europe within 600 years as realized in seasonal hindcast data. Paired areas of enhanced-suppressed correlation are identified (Scotland, Norway), and are shown to be created by orographically-enhanced rainfall (or shelter) from prevailing westerly storms. As the hazard metrics used are calibrated to losses, the maps are indicative of the potential for damage.
https://iopscience.iop.org/article/10.1088/1748-9326/abbc3d
How to cite: Hillier, J. K. and Dixon, R. S.: Seasonal impact-based mapping of compound hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1247, https://doi.org/10.5194/egusphere-egu21-1247, 2021.
Impact-based, seasonal mapping of compound hazards is proposed. It is pragmatic, identifies phenomena to drive the research agenda, produces outputs relevant to stakeholders, and could be applied to many hazards globally. Illustratively, flooding and wind damage can co-occur, worsening their joint impact, yet where wet and windy seasons combine has not yet been systematically mapped. Here, seasonal impact-based proxies for wintertime flooding and extreme wind are used to map, at 1° × 1° resolution, the association between these hazards across Europe within 600 years as realized in seasonal hindcast data. Paired areas of enhanced-suppressed correlation are identified (Scotland, Norway), and are shown to be created by orographically-enhanced rainfall (or shelter) from prevailing westerly storms. As the hazard metrics used are calibrated to losses, the maps are indicative of the potential for damage.
https://iopscience.iop.org/article/10.1088/1748-9326/abbc3d
How to cite: Hillier, J. K. and Dixon, R. S.: Seasonal impact-based mapping of compound hazards, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-1247, https://doi.org/10.5194/egusphere-egu21-1247, 2021.
EGU21-930 | vPICO presentations | NH10.4
Historical Assessment of Compound Summer Drought and Heatwave Events in Southeast BrazilJoão Lucas Geirinhas, Ana Russo, Renata Libonati, Pedro M. Sousa, Diego G. Miralles, and Ricardo M. Trigo
Abstract
Positive trends of droughts and heatwaves’ frequency and severity have been reported for several regions, namely for Southeast Brazil (SEB). Nevertheless, this region still lacks a comprehensive assessment of compound drought and heatwave (CDH) events. This study aims to (1) analyse the historical evolution of CDH events in SEB, to (2) characterize the land and atmosphere conditions as well as to (3) disentangle the physical mechanisms behind the observed record-breaking dry and hot events recorded during the 2013/14 and 2014/15 austral summer seasons.
Meteorological data, including maximum temperature (Tmax) and precipitation records were extracted from the ERA5 reanalysis datasets. Soil moisture data were obtained from Global Land Evaporation Amsterdam Model (GLEAM v3.3a). Drought conditions were defined at a monthly scale, using the ERA5 precipitation records, and considering 3-month Standardized Precipitation Index (SPI) values <–1. Heatwaves were defined as periods of consecutive days with daily Tmax values above a climatological calendar day Tmax percentile (80th, 90th, 95th percentile). A compound event was defined as a heatwave period occurring during a month under drought conditions.
Our results confirm that the São Paulo, Rio de Janeiro and Minas Gerais states have recorded pronounced and statistically significant increases in the number of compound summer drought and heatwave episodes. The recent summer seasons of 2013/14 and 2014/15 were examples of an association between outstanding drought and heatwave conditions stemmed by severe precipitation deficits and a higher-than-average occurrence of atmospheric blocking patterns. This inter-relationship was controlled by two soil–atmosphere coupling regimes. The first regime (energy-limited) occurred during the first half of both summer seasons, in which consecutive hot periods coupled with a long-term precipitation deficit induced drought conditions. The absence of precipitation and the clear sky conditions maintained. Consequently, the severe dryness of the surface was enhanced, until a second high coupling regime (water-limited) was imposed, in which the hot events were amplified by the simultaneously drought conditions. At this stage, the surface started to disproportionally dissipate the incoming radiation as sensible heat, yielding the mega-heatwaves recorded over SEB during this period.
Acknowledgments:
JG received funding from the COST Action (CA17109) supported by COST (European Cooperation in Science and Technology) and acknowledges FCT (Fundação para a Ciência e a Tecnologia) for the Ph.D. grant 2020.05198.BD. AR and RT acknowledge FCT under project IMPECAF (PTDC CTA - CLI28902 2017) and PMS under project HOLMODRIVE (PTDC/CTA-GEO/29029/2017). RL was supported by CNPQ (grant 05159/2018-6), by FAPERJ (grant 202.714/2019) and acknowledges project FireCast (PCIF/GRF/0204/2017); AR, PMS and RT are also grateful by the FCT funding UID GEO 50019 2013–Instituto Dom Luiz. DGM acknowledges support from the European Research Council (ERC) under grant agreement 715254 (DRY–2–DRY).
How to cite: Geirinhas, J. L., Russo, A., Libonati, R., M. Sousa, P., G. Miralles, D., and M. Trigo, R.: Historical Assessment of Compound Summer Drought and Heatwave Events in Southeast Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-930, https://doi.org/10.5194/egusphere-egu21-930, 2021.
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Abstract
Positive trends of droughts and heatwaves’ frequency and severity have been reported for several regions, namely for Southeast Brazil (SEB). Nevertheless, this region still lacks a comprehensive assessment of compound drought and heatwave (CDH) events. This study aims to (1) analyse the historical evolution of CDH events in SEB, to (2) characterize the land and atmosphere conditions as well as to (3) disentangle the physical mechanisms behind the observed record-breaking dry and hot events recorded during the 2013/14 and 2014/15 austral summer seasons.
Meteorological data, including maximum temperature (Tmax) and precipitation records were extracted from the ERA5 reanalysis datasets. Soil moisture data were obtained from Global Land Evaporation Amsterdam Model (GLEAM v3.3a). Drought conditions were defined at a monthly scale, using the ERA5 precipitation records, and considering 3-month Standardized Precipitation Index (SPI) values <–1. Heatwaves were defined as periods of consecutive days with daily Tmax values above a climatological calendar day Tmax percentile (80th, 90th, 95th percentile). A compound event was defined as a heatwave period occurring during a month under drought conditions.
Our results confirm that the São Paulo, Rio de Janeiro and Minas Gerais states have recorded pronounced and statistically significant increases in the number of compound summer drought and heatwave episodes. The recent summer seasons of 2013/14 and 2014/15 were examples of an association between outstanding drought and heatwave conditions stemmed by severe precipitation deficits and a higher-than-average occurrence of atmospheric blocking patterns. This inter-relationship was controlled by two soil–atmosphere coupling regimes. The first regime (energy-limited) occurred during the first half of both summer seasons, in which consecutive hot periods coupled with a long-term precipitation deficit induced drought conditions. The absence of precipitation and the clear sky conditions maintained. Consequently, the severe dryness of the surface was enhanced, until a second high coupling regime (water-limited) was imposed, in which the hot events were amplified by the simultaneously drought conditions. At this stage, the surface started to disproportionally dissipate the incoming radiation as sensible heat, yielding the mega-heatwaves recorded over SEB during this period.
Acknowledgments:
JG received funding from the COST Action (CA17109) supported by COST (European Cooperation in Science and Technology) and acknowledges FCT (Fundação para a Ciência e a Tecnologia) for the Ph.D. grant 2020.05198.BD. AR and RT acknowledge FCT under project IMPECAF (PTDC CTA - CLI28902 2017) and PMS under project HOLMODRIVE (PTDC/CTA-GEO/29029/2017). RL was supported by CNPQ (grant 05159/2018-6), by FAPERJ (grant 202.714/2019) and acknowledges project FireCast (PCIF/GRF/0204/2017); AR, PMS and RT are also grateful by the FCT funding UID GEO 50019 2013–Instituto Dom Luiz. DGM acknowledges support from the European Research Council (ERC) under grant agreement 715254 (DRY–2–DRY).
How to cite: Geirinhas, J. L., Russo, A., Libonati, R., M. Sousa, P., G. Miralles, D., and M. Trigo, R.: Historical Assessment of Compound Summer Drought and Heatwave Events in Southeast Brazil, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-930, https://doi.org/10.5194/egusphere-egu21-930, 2021.
EGU21-5984 | vPICO presentations | NH10.4
Joint probability analysis of drought and hot extremes in AustraliaPatrícia Páscoa, Célia Gouveia, Ana Russo, and Andreia Ribeiro
The simultaneous or sequential occurrence of extreme climate events, often designated as compound events, has recently received further attention, due to the higher impacts they cause, when compared to individual extreme events, and also due to the expected increase in their frequency within a warming climate context. The occurrence of compound dry and hot extremes has been observed in several regions throughout the world. The recent extreme bushfire season of 2019-2020 in Australia was probably driven by the sequential occurrence of spring drought and severe summer heatwaves.
Previous works have used correlation analysis to study these extreme dry and hot compound events, but it has been shown that, although necessary, antecedent drought is not a sufficient condition for the occurrence of hot extremes. For this reason, in this work we used copula functions to study the joint probability of occurrence of these extremes. This method, already applied for this type of compound events in other regions of the globe, allows to study dependences between variables, even if they are non-linear.
The drought conditions were assessed using the Standardized Precipitation Evaporation Index (SPEI) at time scales of 1, 3, and 6 months, using data from the CRU TS 4.04 dataset. The Number of Hot Days (NHD) and Number of Hot Nights (NHN) were used to quantify the hot extremes in the summer months in Australia and were computed with temperature data from the ERA5 dataset. The probability of occurrence of hot extremes given drought/non-drought conditions were estimated over the different regions of Australia. Differences in these probabilities further suggest the effect on hot summer extremes by droughts occurring on the concurrent and on previous months.
Acknowledgements: This work was partially supported by projects FireCast (PCIF/GRF/0204/2017), and IMPECAF (PTDC/CTA-CLI/28902/2017).
How to cite: Páscoa, P., Gouveia, C., Russo, A., and Ribeiro, A.: Joint probability analysis of drought and hot extremes in Australia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5984, https://doi.org/10.5194/egusphere-egu21-5984, 2021.
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The simultaneous or sequential occurrence of extreme climate events, often designated as compound events, has recently received further attention, due to the higher impacts they cause, when compared to individual extreme events, and also due to the expected increase in their frequency within a warming climate context. The occurrence of compound dry and hot extremes has been observed in several regions throughout the world. The recent extreme bushfire season of 2019-2020 in Australia was probably driven by the sequential occurrence of spring drought and severe summer heatwaves.
Previous works have used correlation analysis to study these extreme dry and hot compound events, but it has been shown that, although necessary, antecedent drought is not a sufficient condition for the occurrence of hot extremes. For this reason, in this work we used copula functions to study the joint probability of occurrence of these extremes. This method, already applied for this type of compound events in other regions of the globe, allows to study dependences between variables, even if they are non-linear.
The drought conditions were assessed using the Standardized Precipitation Evaporation Index (SPEI) at time scales of 1, 3, and 6 months, using data from the CRU TS 4.04 dataset. The Number of Hot Days (NHD) and Number of Hot Nights (NHN) were used to quantify the hot extremes in the summer months in Australia and were computed with temperature data from the ERA5 dataset. The probability of occurrence of hot extremes given drought/non-drought conditions were estimated over the different regions of Australia. Differences in these probabilities further suggest the effect on hot summer extremes by droughts occurring on the concurrent and on previous months.
Acknowledgements: This work was partially supported by projects FireCast (PCIF/GRF/0204/2017), and IMPECAF (PTDC/CTA-CLI/28902/2017).
How to cite: Páscoa, P., Gouveia, C., Russo, A., and Ribeiro, A.: Joint probability analysis of drought and hot extremes in Australia, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-5984, https://doi.org/10.5194/egusphere-egu21-5984, 2021.
EGU21-11426 | vPICO presentations | NH10.4
Hotspots of extreme compound drought and heatwaves: Role of feedback and climate oscillationsWaqar Ul Hassan and Munir Ahmad Nayak
Compound weather events arise from combination of multiple climatic drivers or hazards and often result in disastrous socio-economic impacts. Compound drought and heatwave (CDHE) events have received considerable attention in recent years, but limited attention is given towards the understanding of feedback relationships between droughts and heatwaves at global hotspots of the compound events. Here, we identify the potential hotspots of extreme compound drought and heatwaves (ECDH) over the globe using standardized precipitation index (SPI) and Excess heat factor (EHF) as metrics for droughts and heatwaves, respectively. Besides the well know positive feedback between droughts and heatwaves, i.e., heatwaves amplify droughts and vice-versa, we hypothesize and test the possibility of negative feedback at distinct hotspots where heatwaves tend to abate droughts. Multiple hotspots were identified with positive and negative feedbacks among drought and heatwave intensities, supporting our hypothesis. We also analyzed the role of different local and large-scale global drivers (such as El-Niño Southern Oscillation) on the feedbacks at the hotspots. Our analysis has implications in predicting extreme compound droughts and heatwaves and provides new insights that will foster further research in this direction.
How to cite: Ul Hassan, W. and Ahmad Nayak, M.: Hotspots of extreme compound drought and heatwaves: Role of feedback and climate oscillations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11426, https://doi.org/10.5194/egusphere-egu21-11426, 2021.
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Compound weather events arise from combination of multiple climatic drivers or hazards and often result in disastrous socio-economic impacts. Compound drought and heatwave (CDHE) events have received considerable attention in recent years, but limited attention is given towards the understanding of feedback relationships between droughts and heatwaves at global hotspots of the compound events. Here, we identify the potential hotspots of extreme compound drought and heatwaves (ECDH) over the globe using standardized precipitation index (SPI) and Excess heat factor (EHF) as metrics for droughts and heatwaves, respectively. Besides the well know positive feedback between droughts and heatwaves, i.e., heatwaves amplify droughts and vice-versa, we hypothesize and test the possibility of negative feedback at distinct hotspots where heatwaves tend to abate droughts. Multiple hotspots were identified with positive and negative feedbacks among drought and heatwave intensities, supporting our hypothesis. We also analyzed the role of different local and large-scale global drivers (such as El-Niño Southern Oscillation) on the feedbacks at the hotspots. Our analysis has implications in predicting extreme compound droughts and heatwaves and provides new insights that will foster further research in this direction.
How to cite: Ul Hassan, W. and Ahmad Nayak, M.: Hotspots of extreme compound drought and heatwaves: Role of feedback and climate oscillations, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11426, https://doi.org/10.5194/egusphere-egu21-11426, 2021.
EGU21-9323 | vPICO presentations | NH10.4
Uncertainties in the variation of compound dry and hot events due to differences in drought indicesSifang Feng and Zengchao Hao
Compound dry and hot events (CDHEs) are commonly defined as the concurrent or consecutive occurrences of the two events, which could lead to larger negative impacts than do individual extremes. The variation of CDHEs has gained increased attention in the past decades. Previous studies have detected changes in the frequency, duration, and spatial extent at regional and global scales based on observations and model simulations. However, these studies mainly focus on a single drought indicator. In the past decades, different drought indicators have been applied to characterize drought conditions, such as Standardized Precipitation Index (SPI), and Standardized Precipitation-Evapotranspiration Index (SPEI), and Palmer Drought Severity Index (PDSI). Due to the difference in these drought indicators in characterizing droughts, evaluation of CDHEs based on different drought indices may lead to a different magnitude of changes (or even opposite direction of changes). However, quantitative analysis of the uncertainties in the variation of CDHEs is still lacking. In this study, we quantitatively evaluate the uncertainties of CDHEs variations ove global areas due to differences in drought indices. Results from this study could further our understanding of changes in CDHEs under global warming.
How to cite: Feng, S. and Hao, Z.: Uncertainties in the variation of compound dry and hot events due to differences in drought indices, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9323, https://doi.org/10.5194/egusphere-egu21-9323, 2021.
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Compound dry and hot events (CDHEs) are commonly defined as the concurrent or consecutive occurrences of the two events, which could lead to larger negative impacts than do individual extremes. The variation of CDHEs has gained increased attention in the past decades. Previous studies have detected changes in the frequency, duration, and spatial extent at regional and global scales based on observations and model simulations. However, these studies mainly focus on a single drought indicator. In the past decades, different drought indicators have been applied to characterize drought conditions, such as Standardized Precipitation Index (SPI), and Standardized Precipitation-Evapotranspiration Index (SPEI), and Palmer Drought Severity Index (PDSI). Due to the difference in these drought indicators in characterizing droughts, evaluation of CDHEs based on different drought indices may lead to a different magnitude of changes (or even opposite direction of changes). However, quantitative analysis of the uncertainties in the variation of CDHEs is still lacking. In this study, we quantitatively evaluate the uncertainties of CDHEs variations ove global areas due to differences in drought indices. Results from this study could further our understanding of changes in CDHEs under global warming.
How to cite: Feng, S. and Hao, Z.: Uncertainties in the variation of compound dry and hot events due to differences in drought indices, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-9323, https://doi.org/10.5194/egusphere-egu21-9323, 2021.
EGU21-119 | vPICO presentations | NH10.4
Compound heat and ozone pollution events relevant for human healthElke Hertig, Ana Russo, and Ricardo Trigo
Temperature extremes and air pollution pose a significant threat to human health. A specific concern applies to heat events and elevated ground-level ozone concentrations, due to the physical relationships between these variables, the single and combined effects of both variables on human health and the anticipated substantial changes in the scope of climate change.
The present contribution addresses relationships between air temperature and ground-level ozone, the association of these variables with atmospheric circulation patterns, the anticipated changes under future climate change as well as their association with human morbidity (i.e. myocardial infarction frequencies, Hertig et al. 2019) and mortality. The focus is on two climatically different regions in Europe, i.e., Bavaria (Central Europe) and Portugal (South Europe).
In general, a strong relationship between air temperature and ozone formation became evident. Due to the non-linear nature of the relationship, higher temperatures usually led to substantially enhanced ozone concentrations. In the scope of climate change, considerable increases of maximum temperatures were assessed for Bavaria until the end of the century. Also, future ozone concentrations were projected to rise (Hertig 2020). With respect to spell-length related extremes (heat waves and/ or ozone pollution waves), heat waves were identified as the most frequent wave type for the two European regions under investigation. Waves were associated with in-situ built-up as well as with advection of air masses. Despite different climate settings, a comparable exposure to heat and ozone waves was found in Central and South Europe. In view of excess mortality, the most severe impacts were always associated with compound heat-ozone waves (Hertig et al. 2020).
Research was supported by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) under project number 408057478.
Hertig, E., Russo, A., Trigo, R. (2020): Heat and ozone pollution waves in Central and South Europe- characteristics, weather types, and association with mortality. Atmosphere. doi: 10.3390/atmos11121271
Hertig, E. (2020): Health-relevant ground-level ozone and temperature events under future climate change using the example of Bavaria, Southern Germany. Air Quality, Atmosphere and Health. DOI: https://doi.org/10.1007/s11869-020-00811-z
Hertig, E., Schneider, A., Peters, A., von Scheidt, W., Kuch, B., Meisinger, Ch. (2019): Association of ground-level ozone, meteorological factors and weather types with daily myocardial infarction frequencies in Augsburg, Southern Germany. Atmos. Environment. DOI: 10.1016/j.atmosenv.2019.116975
How to cite: Hertig, E., Russo, A., and Trigo, R.: Compound heat and ozone pollution events relevant for human health, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-119, https://doi.org/10.5194/egusphere-egu21-119, 2021.
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Temperature extremes and air pollution pose a significant threat to human health. A specific concern applies to heat events and elevated ground-level ozone concentrations, due to the physical relationships between these variables, the single and combined effects of both variables on human health and the anticipated substantial changes in the scope of climate change.
The present contribution addresses relationships between air temperature and ground-level ozone, the association of these variables with atmospheric circulation patterns, the anticipated changes under future climate change as well as their association with human morbidity (i.e. myocardial infarction frequencies, Hertig et al. 2019) and mortality. The focus is on two climatically different regions in Europe, i.e., Bavaria (Central Europe) and Portugal (South Europe).
In general, a strong relationship between air temperature and ozone formation became evident. Due to the non-linear nature of the relationship, higher temperatures usually led to substantially enhanced ozone concentrations. In the scope of climate change, considerable increases of maximum temperatures were assessed for Bavaria until the end of the century. Also, future ozone concentrations were projected to rise (Hertig 2020). With respect to spell-length related extremes (heat waves and/ or ozone pollution waves), heat waves were identified as the most frequent wave type for the two European regions under investigation. Waves were associated with in-situ built-up as well as with advection of air masses. Despite different climate settings, a comparable exposure to heat and ozone waves was found in Central and South Europe. In view of excess mortality, the most severe impacts were always associated with compound heat-ozone waves (Hertig et al. 2020).
Research was supported by the Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) under project number 408057478.
Hertig, E., Russo, A., Trigo, R. (2020): Heat and ozone pollution waves in Central and South Europe- characteristics, weather types, and association with mortality. Atmosphere. doi: 10.3390/atmos11121271
Hertig, E. (2020): Health-relevant ground-level ozone and temperature events under future climate change using the example of Bavaria, Southern Germany. Air Quality, Atmosphere and Health. DOI: https://doi.org/10.1007/s11869-020-00811-z
Hertig, E., Schneider, A., Peters, A., von Scheidt, W., Kuch, B., Meisinger, Ch. (2019): Association of ground-level ozone, meteorological factors and weather types with daily myocardial infarction frequencies in Augsburg, Southern Germany. Atmos. Environment. DOI: 10.1016/j.atmosenv.2019.116975
How to cite: Hertig, E., Russo, A., and Trigo, R.: Compound heat and ozone pollution events relevant for human health, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-119, https://doi.org/10.5194/egusphere-egu21-119, 2021.
EGU21-15244 | vPICO presentations | NH10.4
Impact of compound events (heatwaves and ozone episodes) on mortality over the Mediterranean basin under climate change scenariosPatricia Tarín-Carrasco, Laura Palacios-Peña, Juan P. Montávez, and Pedro Jiménez-Guerrero
The Mediterranean Basin is nowadays considered as one of the most vulnerable areas worldwide to extreme climate/weather events, especially those related to photochemical pollution (tropospheric ozone) and extreme temperatures (e.g. heatwaves). Heatwaves and air pollution have a high impact on society, both from a health and an economical perspective, leading to increases on heat stroke hospital admissions and mortality. For this reason, heatwaves and their associated ozone pollution have to be taken into account for dwellers welfare.
In addition, in recent years, it has become increasingly clear that climatic or meteorological impacts often result from the compounding nature of several variables and/or events, even if they are not extreme when analysed independently. Such compound events can lead to socio-economic damage exceeding that expected if the individual hazards were to occur separately. For instance, compound events of heat wave and stagnation display higher temperature than stagnation events or heat wave events alone, so the formation of secondary pollutants like tropospheric ozone is enhanced relative to individual events.
Under this umbrella, this study assesses compound climate events using high-resolution regional chemistry/climate simulations, with the aim of characterizing and quantifying the influence of temperature/pollution compound events on mortality over Europe, with a special focus on the Mediterranean Basin. Model data from the REPAIR and ACEX projects (obtained from simulations with the on-line chemistry/coupled WRF-Chem model) is used in order to check the changes in mortality under both present-observed and future-forced conditions. The results presented in this contribution quantify the important increase in mortality causes associated to cerebrovascular diseases (CEV) and other pathologies during those compound events (especially under future climate change scenarios) with respect to episodes led by single drivers. This increase in mortality is more evident in northern countries in relative terms; and in southern European countries in absolute mortality incidence, since the concurrent presence of heatwaves and high levels of tropospheric ozone will have a higher frequency in future scenarios over the Mediterranean basin.
How to cite: Tarín-Carrasco, P., Palacios-Peña, L., Montávez, J. P., and Jiménez-Guerrero, P.: Impact of compound events (heatwaves and ozone episodes) on mortality over the Mediterranean basin under climate change scenarios, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15244, https://doi.org/10.5194/egusphere-egu21-15244, 2021.
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The Mediterranean Basin is nowadays considered as one of the most vulnerable areas worldwide to extreme climate/weather events, especially those related to photochemical pollution (tropospheric ozone) and extreme temperatures (e.g. heatwaves). Heatwaves and air pollution have a high impact on society, both from a health and an economical perspective, leading to increases on heat stroke hospital admissions and mortality. For this reason, heatwaves and their associated ozone pollution have to be taken into account for dwellers welfare.
In addition, in recent years, it has become increasingly clear that climatic or meteorological impacts often result from the compounding nature of several variables and/or events, even if they are not extreme when analysed independently. Such compound events can lead to socio-economic damage exceeding that expected if the individual hazards were to occur separately. For instance, compound events of heat wave and stagnation display higher temperature than stagnation events or heat wave events alone, so the formation of secondary pollutants like tropospheric ozone is enhanced relative to individual events.
Under this umbrella, this study assesses compound climate events using high-resolution regional chemistry/climate simulations, with the aim of characterizing and quantifying the influence of temperature/pollution compound events on mortality over Europe, with a special focus on the Mediterranean Basin. Model data from the REPAIR and ACEX projects (obtained from simulations with the on-line chemistry/coupled WRF-Chem model) is used in order to check the changes in mortality under both present-observed and future-forced conditions. The results presented in this contribution quantify the important increase in mortality causes associated to cerebrovascular diseases (CEV) and other pathologies during those compound events (especially under future climate change scenarios) with respect to episodes led by single drivers. This increase in mortality is more evident in northern countries in relative terms; and in southern European countries in absolute mortality incidence, since the concurrent presence of heatwaves and high levels of tropospheric ozone will have a higher frequency in future scenarios over the Mediterranean basin.
How to cite: Tarín-Carrasco, P., Palacios-Peña, L., Montávez, J. P., and Jiménez-Guerrero, P.: Impact of compound events (heatwaves and ozone episodes) on mortality over the Mediterranean basin under climate change scenarios, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15244, https://doi.org/10.5194/egusphere-egu21-15244, 2021.
EGU21-15759 | vPICO presentations | NH10.4
Compound Events of Tropical Cyclone and Flooding in IndiaAkshay Rajeev and Vimal Mishra
India is severely affected by tropical cyclones (TC) each year, which generates intense rainfall and strong winds leading to flooding. Most of the TC induced floods have been attributed to heavy rain associated with them. Here we show that both rainfall and elevated antecedent soil moisture due to temporally compounding tropical cyclones cause floods in the major Indian basins. We assess each basin's response to observed TC events from 1980 to 2019 using the Variable Infiltration Capacity (VIC) model. The VIC model was calibrated (R2 > 0.5) and evaluated against observed hourly streamflow for major river basins in India. We find that rainfall due to TC does not result in floods in the basin, even for rainfall intensities similar to the monsoon period. However, TCs produce floods in the basins, when antecedent soil moisture was high. Our findings have implications for the understanding of TC induced floods, which is crucial for disaster mitigation and management.
How to cite: Rajeev, A. and Mishra, V.: Compound Events of Tropical Cyclone and Flooding in India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15759, https://doi.org/10.5194/egusphere-egu21-15759, 2021.
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India is severely affected by tropical cyclones (TC) each year, which generates intense rainfall and strong winds leading to flooding. Most of the TC induced floods have been attributed to heavy rain associated with them. Here we show that both rainfall and elevated antecedent soil moisture due to temporally compounding tropical cyclones cause floods in the major Indian basins. We assess each basin's response to observed TC events from 1980 to 2019 using the Variable Infiltration Capacity (VIC) model. The VIC model was calibrated (R2 > 0.5) and evaluated against observed hourly streamflow for major river basins in India. We find that rainfall due to TC does not result in floods in the basin, even for rainfall intensities similar to the monsoon period. However, TCs produce floods in the basins, when antecedent soil moisture was high. Our findings have implications for the understanding of TC induced floods, which is crucial for disaster mitigation and management.
How to cite: Rajeev, A. and Mishra, V.: Compound Events of Tropical Cyclone and Flooding in India, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15759, https://doi.org/10.5194/egusphere-egu21-15759, 2021.
EGU21-657 | vPICO presentations | NH10.4 | Highlight
Shorter cyclone clusters modulate changes in European wintertime precipitation extremesEmanuele Bevacqua, Giuseppe Zappa, and Theodore G Shepherd
Wintertime extreme precipitation from cyclone clusters, i.e. consecutive cyclones moving across the same region, can lead to flooding and devastating socio-economic impacts in Europe. Previous studies have suggested that the future direction of the changes in these events are uncertain across climate models. By employing an impact-based metric of accumulated precipitation extremes, we show that projections of cyclone clusters are instead broadly robust, i.e. consistent in sign, across models. A novel physical diagnostic shows that accumulated precipitation extremes are projected to grow by only +1.0 %/K on average across Europe, although the mean precipitation per cyclone increases by +4.7 %/K. This results from a decreased number of clustered cyclones, associated with decreased wintertime storminess, the extent of which varies from northern to southern Europe and depends on the future storyline of atmospheric circulation change. Neglecting the changes in the number of clustered cyclones, i.e. assuming that accumulated precipitation extremes would change as the mean precipitation per cyclone, would lead to overestimating the population affected by increased accumulated wintertime precipitation extremes by 130–490 million across Europe.
How to cite: Bevacqua, E., Zappa, G., and Shepherd, T. G.: Shorter cyclone clusters modulate changes in European wintertime precipitation extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-657, https://doi.org/10.5194/egusphere-egu21-657, 2021.
Wintertime extreme precipitation from cyclone clusters, i.e. consecutive cyclones moving across the same region, can lead to flooding and devastating socio-economic impacts in Europe. Previous studies have suggested that the future direction of the changes in these events are uncertain across climate models. By employing an impact-based metric of accumulated precipitation extremes, we show that projections of cyclone clusters are instead broadly robust, i.e. consistent in sign, across models. A novel physical diagnostic shows that accumulated precipitation extremes are projected to grow by only +1.0 %/K on average across Europe, although the mean precipitation per cyclone increases by +4.7 %/K. This results from a decreased number of clustered cyclones, associated with decreased wintertime storminess, the extent of which varies from northern to southern Europe and depends on the future storyline of atmospheric circulation change. Neglecting the changes in the number of clustered cyclones, i.e. assuming that accumulated precipitation extremes would change as the mean precipitation per cyclone, would lead to overestimating the population affected by increased accumulated wintertime precipitation extremes by 130–490 million across Europe.
How to cite: Bevacqua, E., Zappa, G., and Shepherd, T. G.: Shorter cyclone clusters modulate changes in European wintertime precipitation extremes, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-657, https://doi.org/10.5194/egusphere-egu21-657, 2021.
EGU21-8851 | vPICO presentations | NH10.4
Extreme rainfall events during and following heatwavesChristoph Sauter, Christopher White, Hayley Fowler, and Seth Westra
Heatwaves and extreme rainfall events are natural hazards that can have severe impacts on society. The relationship between temperature and extreme rainfall has received scientific attention with studies focussing on how single daily or sub-daily rainfall extremes are related to day-to-day temperature variability. However, the impact multi-day heatwaves have on sub-daily extreme rainfall events and how extreme rainfall properties change during different stages of a heatwave remains mostly unexplored.
In this study, we analyse sub-daily rainfall records across Australia, a country that experiences severe natural hazards on a frequent basis, and determine their extreme rainfall properties, such as rainfall intensity, duration and frequency during SH-summer heatwaves. These properties are then compared to extreme rainfall properties found outside heatwaves, but during the same time of year, to examine to what extent they differ from normal conditions. We also conduct a spatial analysis to investigate any spatial patterns that arise.
We find that rainfall breaking heatwaves is often more extreme than average rainfall during the same time of year. This is especially prominent on the eastern and south-eastern Australian coast, where frequency and intensity of sub-daily rainfall extremes show an increase during the last day or the day immediately after a heatwave. We also find that although during heatwaves the average rainfall amount and duration decreases, there is an increase in sub-daily rainfall intensity when compared to conditions outside heatwaves. This implies that even though Australian heatwaves are generally characterised by dry conditions, rainfall occurrences within heatwaves are more intense.
Both heatwaves and extreme rainfall events pose great challenges for many sectors such as agriculture, and especially if they occur together. Understanding how and to what degree these events co-occur could help mitigate the impacts caused by them.
How to cite: Sauter, C., White, C., Fowler, H., and Westra, S.: Extreme rainfall events during and following heatwaves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8851, https://doi.org/10.5194/egusphere-egu21-8851, 2021.
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Heatwaves and extreme rainfall events are natural hazards that can have severe impacts on society. The relationship between temperature and extreme rainfall has received scientific attention with studies focussing on how single daily or sub-daily rainfall extremes are related to day-to-day temperature variability. However, the impact multi-day heatwaves have on sub-daily extreme rainfall events and how extreme rainfall properties change during different stages of a heatwave remains mostly unexplored.
In this study, we analyse sub-daily rainfall records across Australia, a country that experiences severe natural hazards on a frequent basis, and determine their extreme rainfall properties, such as rainfall intensity, duration and frequency during SH-summer heatwaves. These properties are then compared to extreme rainfall properties found outside heatwaves, but during the same time of year, to examine to what extent they differ from normal conditions. We also conduct a spatial analysis to investigate any spatial patterns that arise.
We find that rainfall breaking heatwaves is often more extreme than average rainfall during the same time of year. This is especially prominent on the eastern and south-eastern Australian coast, where frequency and intensity of sub-daily rainfall extremes show an increase during the last day or the day immediately after a heatwave. We also find that although during heatwaves the average rainfall amount and duration decreases, there is an increase in sub-daily rainfall intensity when compared to conditions outside heatwaves. This implies that even though Australian heatwaves are generally characterised by dry conditions, rainfall occurrences within heatwaves are more intense.
Both heatwaves and extreme rainfall events pose great challenges for many sectors such as agriculture, and especially if they occur together. Understanding how and to what degree these events co-occur could help mitigate the impacts caused by them.
How to cite: Sauter, C., White, C., Fowler, H., and Westra, S.: Extreme rainfall events during and following heatwaves, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8851, https://doi.org/10.5194/egusphere-egu21-8851, 2021.
EGU21-15129 | vPICO presentations | NH10.4
Dependence Types in a Binarized Precipitation NetworkViola Meroni, Carlo De Michele, Leila Rahimi, Cristina Deidda, and Antonio Ghezzi
In a network of binarized precipitation (i.e., wet or dry value), the connection or dependence between each pair of nodes can occur following one or more of the following conditions: wet‐wet, dry‐dry, wet‐dry, or dry‐wet. Here, we firstly investigate the different types of dependence, year by year, within a precipitation network of binarized variables. We compare the sample estimate of the probability of co‐occurrence (or occurrence with a lag time within ±3 days) of each of the four possible combinations with respect to the correspondent confidence interval in hypothesis of independence. We develop a procedure to efficiently assess the dependence behavior of all couples of nodes within the network and apply the methodology to a network of rain gauges covering Europe and north Africa.
How to cite: Meroni, V., De Michele, C., Rahimi, L., Deidda, C., and Ghezzi, A.: Dependence Types in a Binarized Precipitation Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15129, https://doi.org/10.5194/egusphere-egu21-15129, 2021.
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In a network of binarized precipitation (i.e., wet or dry value), the connection or dependence between each pair of nodes can occur following one or more of the following conditions: wet‐wet, dry‐dry, wet‐dry, or dry‐wet. Here, we firstly investigate the different types of dependence, year by year, within a precipitation network of binarized variables. We compare the sample estimate of the probability of co‐occurrence (or occurrence with a lag time within ±3 days) of each of the four possible combinations with respect to the correspondent confidence interval in hypothesis of independence. We develop a procedure to efficiently assess the dependence behavior of all couples of nodes within the network and apply the methodology to a network of rain gauges covering Europe and north Africa.
How to cite: Meroni, V., De Michele, C., Rahimi, L., Deidda, C., and Ghezzi, A.: Dependence Types in a Binarized Precipitation Network, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15129, https://doi.org/10.5194/egusphere-egu21-15129, 2021.
EGU21-13789 | vPICO presentations | NH10.4
Estimating the Probability of Compound Discharge/surge Events in a Complex Estuarine System Under Data ConstraintsVictor M. Santos, Thomas Wahl, Robert Jane, Shubhra K. Misra, and Kathleen D. White
Compound flooding may result from the interaction of two or more contributing processes, which may not be extreme themselves, but in combination lead to extreme impacts. Estuarine environments are particularly prone to compound flooding due to the interplay between coastal storm surge and river discharge processes, both often being driven by the same storm event. A detailed understanding of compounding mechanisms, including the dependence between flooding drivers, is necessary to avoid flood risk miscalculations when building/upgrading flood defences to mitigate risks associated with high impact events. Here, we use statistical methods to assess compound flooding potential in Sabine Lake, TX. Sabine Lake receives discharge from two rivers and is connected to the Gulf of Mexico coast through Sabine Pass. These geographic characteristics make it susceptible to compound flooding. We employ several trivariate statistical models (and simplified bivariate models for comparison) to examine the sensitivity of results to the choice of data pre-processing steps, statistical model setup, and outlier removal. We define a response function that represents water levels resulting from the interaction between discharge and storm surge inside Sabine Lake, and explore how the water level response is affected by including or ignoring dependencies between the contributing flooding drivers. Our results show that accounting for dependencies leads to water levels that are up to 30 cm higher for a 2% annual exceedance probability (AEP) event and up to 35 cm higher for a 1% AEP event, compared to assuming independence. We also find notable variations in the results across different sampling schemes, multivariate model configurations, and sensitivity to outlier removal. This highlights the need for testing various statistical modelling approaches in order to reliably capture potential compounding effects, especially under data constraints.
How to cite: Santos, V. M., Wahl, T., Jane, R., Misra, S. K., and White, K. D.: Estimating the Probability of Compound Discharge/surge Events in a Complex Estuarine System Under Data Constraints , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13789, https://doi.org/10.5194/egusphere-egu21-13789, 2021.
Compound flooding may result from the interaction of two or more contributing processes, which may not be extreme themselves, but in combination lead to extreme impacts. Estuarine environments are particularly prone to compound flooding due to the interplay between coastal storm surge and river discharge processes, both often being driven by the same storm event. A detailed understanding of compounding mechanisms, including the dependence between flooding drivers, is necessary to avoid flood risk miscalculations when building/upgrading flood defences to mitigate risks associated with high impact events. Here, we use statistical methods to assess compound flooding potential in Sabine Lake, TX. Sabine Lake receives discharge from two rivers and is connected to the Gulf of Mexico coast through Sabine Pass. These geographic characteristics make it susceptible to compound flooding. We employ several trivariate statistical models (and simplified bivariate models for comparison) to examine the sensitivity of results to the choice of data pre-processing steps, statistical model setup, and outlier removal. We define a response function that represents water levels resulting from the interaction between discharge and storm surge inside Sabine Lake, and explore how the water level response is affected by including or ignoring dependencies between the contributing flooding drivers. Our results show that accounting for dependencies leads to water levels that are up to 30 cm higher for a 2% annual exceedance probability (AEP) event and up to 35 cm higher for a 1% AEP event, compared to assuming independence. We also find notable variations in the results across different sampling schemes, multivariate model configurations, and sensitivity to outlier removal. This highlights the need for testing various statistical modelling approaches in order to reliably capture potential compounding effects, especially under data constraints.
How to cite: Santos, V. M., Wahl, T., Jane, R., Misra, S. K., and White, K. D.: Estimating the Probability of Compound Discharge/surge Events in a Complex Estuarine System Under Data Constraints , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-13789, https://doi.org/10.5194/egusphere-egu21-13789, 2021.
EGU21-10587 | vPICO presentations | NH10.4
Characteristics of joint heavy rain and high sea level events on the Finnish coast in 1961-2019Mika Rantanen, Kirsti Jylhä, Jani Särkkä, Ulpu Leijala, and Jani Räihä
The simultaneous occurrence of heavy precipitation and high sea level can lead to more severe impacts than if these hazards occur in isolation. In this study, the joint occurrence of heavy precipitation and high sea level (hereafter compound events) on the Finnish coast in 1961-2019 is investigated. We use tide gauge observations from nine Finnish tide gauges and FMI ClimGrid gridded precipitation data. Two levels for the extremeness of precipitation and sea level were considered: elevated and high, with elevated corresponding to 90 percentile and high to 98 percentile of daily precipitation and maximum sea level. Elevated compound events were defined as days when both sea level and precipitation reached elevated levels, and high compound events were defined as days when both sea level and precipitation reached high levels.
First, the climatology of precipitation, high sea level, and compound events are studied. This is done by analysing frequency distributions of these events. Then, the interannual variability and long-term trends of the compound events are presented, and finally the synoptic weather patterns and the atmospheric circulation indices promoting the compound events are analysed.
We found that compound events are most abundant in late autumn and early winter, and they are typically caused by passing extratropical cyclones. The frequency of compound events has increased during the study period, in particular in the Bothnian Bay. The increasing trend of these events was linked to the more positive phase of the North Atlantic Oscillation (NAO) index during the recent decades. When the total annual number of compound events is considered, the Scandinavian blocking pattern (SCAND) was found to be the most controlling atmospheric circulation pattern, with negative SCAND promoting more compound events and vice versa.
The work presented here is part of project PREDICT (Predicting extreme weather and sea level for nuclear power plant safety) that supports nuclear power plant safety in Finland.
How to cite: Rantanen, M., Jylhä, K., Särkkä, J., Leijala, U., and Räihä, J.: Characteristics of joint heavy rain and high sea level events on the Finnish coast in 1961-2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10587, https://doi.org/10.5194/egusphere-egu21-10587, 2021.
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The simultaneous occurrence of heavy precipitation and high sea level can lead to more severe impacts than if these hazards occur in isolation. In this study, the joint occurrence of heavy precipitation and high sea level (hereafter compound events) on the Finnish coast in 1961-2019 is investigated. We use tide gauge observations from nine Finnish tide gauges and FMI ClimGrid gridded precipitation data. Two levels for the extremeness of precipitation and sea level were considered: elevated and high, with elevated corresponding to 90 percentile and high to 98 percentile of daily precipitation and maximum sea level. Elevated compound events were defined as days when both sea level and precipitation reached elevated levels, and high compound events were defined as days when both sea level and precipitation reached high levels.
First, the climatology of precipitation, high sea level, and compound events are studied. This is done by analysing frequency distributions of these events. Then, the interannual variability and long-term trends of the compound events are presented, and finally the synoptic weather patterns and the atmospheric circulation indices promoting the compound events are analysed.
We found that compound events are most abundant in late autumn and early winter, and they are typically caused by passing extratropical cyclones. The frequency of compound events has increased during the study period, in particular in the Bothnian Bay. The increasing trend of these events was linked to the more positive phase of the North Atlantic Oscillation (NAO) index during the recent decades. When the total annual number of compound events is considered, the Scandinavian blocking pattern (SCAND) was found to be the most controlling atmospheric circulation pattern, with negative SCAND promoting more compound events and vice versa.
The work presented here is part of project PREDICT (Predicting extreme weather and sea level for nuclear power plant safety) that supports nuclear power plant safety in Finland.
How to cite: Rantanen, M., Jylhä, K., Särkkä, J., Leijala, U., and Räihä, J.: Characteristics of joint heavy rain and high sea level events on the Finnish coast in 1961-2019, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10587, https://doi.org/10.5194/egusphere-egu21-10587, 2021.
EGU21-14378 | vPICO presentations | NH10.4
Mapping cumulative compound coastal risk to multi-scale climate hazards in the MediterraneanJose A. Jiménez, Maria-Carmen Llasat, Rut Romero, Isabel Caballero, Herminia Valdemoro, Tomeu Rigo, and Montserrat Llasat-Botija
Risk assessments in coastal zones usually address the maritime and continental domains separately by considering marine hazards and hydrometeorological extreme drivers individually. Although this may be reasonable for many coastlines, there are environments where this uncoupled approach will underestimate their overall risk to climate hazards and, in consequence, will affect the development of efficient adaptation plans. One of these environments is the Mediterranean, due to the magnitude of individual climate hazards, the frequency of compound events (it has been identified as one of the European areas with the highest probability of compound flooding), as well as the level of exposure along its coastal zone.
In this sense, there is an increasing number of studies addressing compound risks in the coastal zone, with most of them dealing with compound flooding. In this work, we adopt a complementary approach to help coastal managers to identify hotspot areas by classifying the coastal zone into management units of homogeneous cumulative compound risk. To this end, a Compound Coastal Zone Risk index has been developed which integrates the risks associated with the impact of marine and extreme hydrometeorological hazards. Here the risk is defined in basis of three components characterizing hazards, vulnerability and exposure, with the first two ones being specific to the intrinsic characteristics of each subdomain (marine and hydro-meteorological), whereas the last one characterizes exposed values of the coastal zone, being this area affected by both hazards.
The marine composite sub-index assesses the magnitude of hazards in terms of a sea-storm indicator (in terms of waves and storm-surge conditions), background decadal-scale shoreline evolution (to characterize erosion hazards), and SLR (both inundation and erosion). This is combined with an indicator that accounts for the “coastal” system vulnerability, which includes the geomorphology, beach width (which acts as buffer zone) and the existence of accommodation space at a given time, since both variables are t-dependent.
The hydrometeorological composite sub-index assesses the magnitude of hazards in terms of a rainfall indicator (to characterize short very-intense episodes, cumulative daily values and extreme events associated to a given probability), maximum wind gust and lightning density. This is combined with an indicator that accounts for the “terrestrial” system vulnerability, similar to the flash flood potential index.
All these indicators are assessed at the smallest possible spatial scale to be as accurate as possible. Then, they are integrated at municipal scale to characterize each management unit with a representative value which permits to classify them in terms of their integrated risk while retaining information on the partial contribution of each component. The final work will present the compound index in detail, as well as the partial sub-indexes, and it will be applied along about 800 km of the Spanish Mediterranean coast to identify the most risky stretches to cumulative compound climate hazards. The index is validated by comparing obtained values with damage data recorded along the study area after the impact of marine and hydrometeorological hazards.
This work has been developed in the framework of the M-CostAdapt project (FEDER/MCIU-AEI/CTM2017-83655-C2-1-2-R).
How to cite: Jiménez, J. A., Llasat, M.-C., Romero, R., Caballero, I., Valdemoro, H., Rigo, T., and Llasat-Botija, M.: Mapping cumulative compound coastal risk to multi-scale climate hazards in the Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14378, https://doi.org/10.5194/egusphere-egu21-14378, 2021.
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Risk assessments in coastal zones usually address the maritime and continental domains separately by considering marine hazards and hydrometeorological extreme drivers individually. Although this may be reasonable for many coastlines, there are environments where this uncoupled approach will underestimate their overall risk to climate hazards and, in consequence, will affect the development of efficient adaptation plans. One of these environments is the Mediterranean, due to the magnitude of individual climate hazards, the frequency of compound events (it has been identified as one of the European areas with the highest probability of compound flooding), as well as the level of exposure along its coastal zone.
In this sense, there is an increasing number of studies addressing compound risks in the coastal zone, with most of them dealing with compound flooding. In this work, we adopt a complementary approach to help coastal managers to identify hotspot areas by classifying the coastal zone into management units of homogeneous cumulative compound risk. To this end, a Compound Coastal Zone Risk index has been developed which integrates the risks associated with the impact of marine and extreme hydrometeorological hazards. Here the risk is defined in basis of three components characterizing hazards, vulnerability and exposure, with the first two ones being specific to the intrinsic characteristics of each subdomain (marine and hydro-meteorological), whereas the last one characterizes exposed values of the coastal zone, being this area affected by both hazards.
The marine composite sub-index assesses the magnitude of hazards in terms of a sea-storm indicator (in terms of waves and storm-surge conditions), background decadal-scale shoreline evolution (to characterize erosion hazards), and SLR (both inundation and erosion). This is combined with an indicator that accounts for the “coastal” system vulnerability, which includes the geomorphology, beach width (which acts as buffer zone) and the existence of accommodation space at a given time, since both variables are t-dependent.
The hydrometeorological composite sub-index assesses the magnitude of hazards in terms of a rainfall indicator (to characterize short very-intense episodes, cumulative daily values and extreme events associated to a given probability), maximum wind gust and lightning density. This is combined with an indicator that accounts for the “terrestrial” system vulnerability, similar to the flash flood potential index.
All these indicators are assessed at the smallest possible spatial scale to be as accurate as possible. Then, they are integrated at municipal scale to characterize each management unit with a representative value which permits to classify them in terms of their integrated risk while retaining information on the partial contribution of each component. The final work will present the compound index in detail, as well as the partial sub-indexes, and it will be applied along about 800 km of the Spanish Mediterranean coast to identify the most risky stretches to cumulative compound climate hazards. The index is validated by comparing obtained values with damage data recorded along the study area after the impact of marine and hydrometeorological hazards.
This work has been developed in the framework of the M-CostAdapt project (FEDER/MCIU-AEI/CTM2017-83655-C2-1-2-R).
How to cite: Jiménez, J. A., Llasat, M.-C., Romero, R., Caballero, I., Valdemoro, H., Rigo, T., and Llasat-Botija, M.: Mapping cumulative compound coastal risk to multi-scale climate hazards in the Mediterranean, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-14378, https://doi.org/10.5194/egusphere-egu21-14378, 2021.
EGU21-8106 | vPICO presentations | NH10.4
Are marine heatwaves increasing the likelihood of terrestrial heatwaves?Charuni Pathmeswaran, Sarah Perkins-Kirkpatrick, Alex Sen Gupta, and Melissa Hart
Despite numerous studies that have examined terrestrial or marine heatwaves independently, little work has been done investigating any possible association between the two. Examination of a limited number of past events suggests that co-occurring terrestrial and marine heatwaves may have common drivers, or may interact with each other. For example, a recent study1 identified common remote drivers behind the major marine heatwave that developed in the South Atlantic during the summer of 2013/14 and terrestrial heatwaves over South America. Co-occurring events could also potentially interact via local land-sea interactions, thereby altering the likelihood of these co-occurring events. This study will explore possible links between adjacent coastal marine and terrestrial heatwaves. We will investigate the likelihood of co-occurrence of terrestrial and marine heatwaves, using statistical analysis of observational temperature data. We will also investigate the mechanisms driving co-occurring events, including the local fluxes, synoptic conditions, and links to large scale modes of climate variability
How to cite: Pathmeswaran, C., Perkins-Kirkpatrick, S., Sen Gupta, A., and Hart, M.: Are marine heatwaves increasing the likelihood of terrestrial heatwaves? , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8106, https://doi.org/10.5194/egusphere-egu21-8106, 2021.
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Despite numerous studies that have examined terrestrial or marine heatwaves independently, little work has been done investigating any possible association between the two. Examination of a limited number of past events suggests that co-occurring terrestrial and marine heatwaves may have common drivers, or may interact with each other. For example, a recent study1 identified common remote drivers behind the major marine heatwave that developed in the South Atlantic during the summer of 2013/14 and terrestrial heatwaves over South America. Co-occurring events could also potentially interact via local land-sea interactions, thereby altering the likelihood of these co-occurring events. This study will explore possible links between adjacent coastal marine and terrestrial heatwaves. We will investigate the likelihood of co-occurrence of terrestrial and marine heatwaves, using statistical analysis of observational temperature data. We will also investigate the mechanisms driving co-occurring events, including the local fluxes, synoptic conditions, and links to large scale modes of climate variability
How to cite: Pathmeswaran, C., Perkins-Kirkpatrick, S., Sen Gupta, A., and Hart, M.: Are marine heatwaves increasing the likelihood of terrestrial heatwaves? , EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-8106, https://doi.org/10.5194/egusphere-egu21-8106, 2021.
EGU21-11524 | vPICO presentations | NH10.4
Identifying dominant drivers of northern European wildfiresSigrid Joergensen Bakke, Niko Wanders, Karin van der Wiel, Monica Ionita, and Lena Merete Tallaksen
Wildfires are recurrent natural hazards that affect terrestrial ecosystems, the carbon cycle, climate and society. An ignition can lead to a wildfire when there is biomass available for burning, typically in combination with dry and windy conditions. Wildfires are regarded as compound events defined as “an extreme impact that depends on multiple statistically dependent variables or events” [1], and dominant drivers include a combination of various meteorological, hydrological and biological conditions. More specifically, wildfires can be regarded preconditioned hazards [2] because the combination of drivers can cause the hazard only in the presence of available and burnable biomass (precondition). The availability of burnable biomass is itself driven by conditions such as soil moisture, temperature, humidity, precipitation, etc. Identifying a selection of dominant controls and their statistical dependence, can ultimately improve predictions and projections of wildfires in both current and future climate. In this study, we apply a data-driven bottom-up statistical learning approach (including random forest and logistic regression) to identify dominant factors determining burned area over northern Europe. Potential explanatory variables include temperature, precipitation, wind, soil moisture and vegetation cover, as well as meteorological drought, soil moisture drought and greenness indices. A monthly 2001-2020 burned area product derived from satellite observations is used as target variable, and multiple hydrometeorological and vegetation metrics stemming from the ERA5 reanalysis and observational datasets (e.g. EOBS) are tested as potential predictors. The derived relationships between wildfires and its compound drivers will further be used to assess the potential changes in such a combination of factors under different climate scenarios using large-ensemble global climate simulations and hydrological models. This new framework will allow us to better quantify the changes in potential wildfire risk in a changing climate using a combination of data driven and physically based models.
[1] Leonard et al., 2014: https://doi.org/10.1002/wcc.252
[2] Zscheischler et al., 2020: https://doi.org/10.1038/s43017-020-0060-z
How to cite: Bakke, S. J., Wanders, N., van der Wiel, K., Ionita, M., and Tallaksen, L. M.: Identifying dominant drivers of northern European wildfires, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11524, https://doi.org/10.5194/egusphere-egu21-11524, 2021.
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Wildfires are recurrent natural hazards that affect terrestrial ecosystems, the carbon cycle, climate and society. An ignition can lead to a wildfire when there is biomass available for burning, typically in combination with dry and windy conditions. Wildfires are regarded as compound events defined as “an extreme impact that depends on multiple statistically dependent variables or events” [1], and dominant drivers include a combination of various meteorological, hydrological and biological conditions. More specifically, wildfires can be regarded preconditioned hazards [2] because the combination of drivers can cause the hazard only in the presence of available and burnable biomass (precondition). The availability of burnable biomass is itself driven by conditions such as soil moisture, temperature, humidity, precipitation, etc. Identifying a selection of dominant controls and their statistical dependence, can ultimately improve predictions and projections of wildfires in both current and future climate. In this study, we apply a data-driven bottom-up statistical learning approach (including random forest and logistic regression) to identify dominant factors determining burned area over northern Europe. Potential explanatory variables include temperature, precipitation, wind, soil moisture and vegetation cover, as well as meteorological drought, soil moisture drought and greenness indices. A monthly 2001-2020 burned area product derived from satellite observations is used as target variable, and multiple hydrometeorological and vegetation metrics stemming from the ERA5 reanalysis and observational datasets (e.g. EOBS) are tested as potential predictors. The derived relationships between wildfires and its compound drivers will further be used to assess the potential changes in such a combination of factors under different climate scenarios using large-ensemble global climate simulations and hydrological models. This new framework will allow us to better quantify the changes in potential wildfire risk in a changing climate using a combination of data driven and physically based models.
[1] Leonard et al., 2014: https://doi.org/10.1002/wcc.252
[2] Zscheischler et al., 2020: https://doi.org/10.1038/s43017-020-0060-z
How to cite: Bakke, S. J., Wanders, N., van der Wiel, K., Ionita, M., and Tallaksen, L. M.: Identifying dominant drivers of northern European wildfires, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-11524, https://doi.org/10.5194/egusphere-egu21-11524, 2021.
EGU21-10845 | vPICO presentations | NH10.4
The role of event attribution in compound flood-related displacement and anthropogenic climate changeLisa Thalheimer, Jesus Crespo Cuaresma, Reinhard Mechler, Raya Muttarak, Sihan Li, and Friederike Otto
Compound events lead to substantial risks to societies around the globe. As climate change is increasingly exacerbating the intensity and frequency of many hazards in vulnerable regions, ex situ responses to climate change including human mobility and displacement are starkly moving into the spotlight. Whilst proactive migration is often used as an adaptation response to the impact of climate and weather events, reactive migration following unprecedented climatic shocks is often involuntarily and can seriously disrupt livelihoods and undermine human security. The extent to which human mobility (here, measured by internal displacement) can be attributed to extreme weather and compound events and in turn, whether and to what extent extreme weather events and consequently human mobility can be attributed to anthropogenic climate change, has been largely unexplored.
Applying a framework based on probabilistic event attribution (PEA) of extreme weather events, we investigate, for the first time, human mobility responses attributed to anthropogenic climate change along a causal chain from anthropogenic climate change and changing frequencies and intensities of extreme weather and climate events to human mobility outcomes. We use the April 2020 extreme precipitation which lead to flooding and associated displacement in Somalia as a feasibility study to present the state of the art of this method. Our attribution model investigates two locations: First, we attribute extreme precipitation at the origin region of the extreme event to then attribute the resulting flood event in the displacement impact region. Event though the analysis shows no attributable link to anthropogenic climate change, our method advances the field of climate impact research regarding statistical approaches, model development and evaluation. For our feasibility study, we also find that sparsity of climate observations reveal one of many reasons for a lack of a climate change signal, which suggests an application of our model to other climate event contexts is needed to further test our method.
How to cite: Thalheimer, L., Crespo Cuaresma, J., Mechler, R., Muttarak, R., Li, S., and Otto, F.: The role of event attribution in compound flood-related displacement and anthropogenic climate change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10845, https://doi.org/10.5194/egusphere-egu21-10845, 2021.
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Compound events lead to substantial risks to societies around the globe. As climate change is increasingly exacerbating the intensity and frequency of many hazards in vulnerable regions, ex situ responses to climate change including human mobility and displacement are starkly moving into the spotlight. Whilst proactive migration is often used as an adaptation response to the impact of climate and weather events, reactive migration following unprecedented climatic shocks is often involuntarily and can seriously disrupt livelihoods and undermine human security. The extent to which human mobility (here, measured by internal displacement) can be attributed to extreme weather and compound events and in turn, whether and to what extent extreme weather events and consequently human mobility can be attributed to anthropogenic climate change, has been largely unexplored.
Applying a framework based on probabilistic event attribution (PEA) of extreme weather events, we investigate, for the first time, human mobility responses attributed to anthropogenic climate change along a causal chain from anthropogenic climate change and changing frequencies and intensities of extreme weather and climate events to human mobility outcomes. We use the April 2020 extreme precipitation which lead to flooding and associated displacement in Somalia as a feasibility study to present the state of the art of this method. Our attribution model investigates two locations: First, we attribute extreme precipitation at the origin region of the extreme event to then attribute the resulting flood event in the displacement impact region. Event though the analysis shows no attributable link to anthropogenic climate change, our method advances the field of climate impact research regarding statistical approaches, model development and evaluation. For our feasibility study, we also find that sparsity of climate observations reveal one of many reasons for a lack of a climate change signal, which suggests an application of our model to other climate event contexts is needed to further test our method.
How to cite: Thalheimer, L., Crespo Cuaresma, J., Mechler, R., Muttarak, R., Li, S., and Otto, F.: The role of event attribution in compound flood-related displacement and anthropogenic climate change, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-10845, https://doi.org/10.5194/egusphere-egu21-10845, 2021.
EGU21-673 | vPICO presentations | NH10.4
Compound and cascading drought impacts do not happen by chance: a proposal to quantify their relationshipsMariana Madruga de Brito and Christian Kuhlicke
Rather than being isolated events, natural hazards often occur simultaneously or successively, resulting in compounding and cascading impacts. For instance, droughts and heatwaves often occur together (i.e. compound hazards) and trigger secondary hazards such as wildfires (i.e. cascading hazards). Furthermore, their impacts compound (i.e. compound impacts) and propagate through socio-economical systems (i.e. cascading impacts).
To move from cascading hazards towards cascading impacts, the use of qualitative tools such as narratives, storylines, and cognitive maps have emerged. Still, to predict how the impacts cascade across and within societies, quantitative methods are required.
Here, a new methodology for quantifying and visualizing drought compound and cascading impacts is presented using the case of the 2018/19 drought in Germany. The use of network inference and data mining tools is proposed to unravel patterns in an existing drought impact dataset (de Brito et al. 2020). Based on a co-occurrence analysis, the strength of compound impact patterns was quantified. Moreover, the most common cascading paths were identified through sequential pattern mining.
Results demonstrate that the occurrence of compound and cascading drought impacts follow a pattern and do not happen by chance. Indeed, statistically significant co-occurrence associations outnumbered randomly distributed ones (91.1% versus 8.9%). This has important implications for impact mitigation, suggesting that the understanding of past patterns can help in the prediction of future consequences. Based on this information, efforts can be directed to reduce the initiation of impact interaction networks. Moreover, the visualizations used can support the communication regarding impacts interactions, facilitating a knowledge-driven response by those involved in drought risk management.
The tools used here can be applied to other hazards. The obtained results can serve help to develop complex models for understanding causalities between drought consequences. They can, for instance, support the development of system dynamics and agent-based models. Hence, instead of using qualitative perceptions, the causal equations would be data-driven. We expect that this work will encourage a more holistic approach to natural hazards impact research.
de Brito, M.M., Kuhlicke, C., Marx, A. (2020) Near-real-time drought impact assessment: A text mining approach on the 2018/19 drought in Germany. Environmental Research Letters. doi:10.1088/1748-9326/aba4ca
How to cite: Madruga de Brito, M. and Kuhlicke, C.: Compound and cascading drought impacts do not happen by chance: a proposal to quantify their relationships, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-673, https://doi.org/10.5194/egusphere-egu21-673, 2021.
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Rather than being isolated events, natural hazards often occur simultaneously or successively, resulting in compounding and cascading impacts. For instance, droughts and heatwaves often occur together (i.e. compound hazards) and trigger secondary hazards such as wildfires (i.e. cascading hazards). Furthermore, their impacts compound (i.e. compound impacts) and propagate through socio-economical systems (i.e. cascading impacts).
To move from cascading hazards towards cascading impacts, the use of qualitative tools such as narratives, storylines, and cognitive maps have emerged. Still, to predict how the impacts cascade across and within societies, quantitative methods are required.
Here, a new methodology for quantifying and visualizing drought compound and cascading impacts is presented using the case of the 2018/19 drought in Germany. The use of network inference and data mining tools is proposed to unravel patterns in an existing drought impact dataset (de Brito et al. 2020). Based on a co-occurrence analysis, the strength of compound impact patterns was quantified. Moreover, the most common cascading paths were identified through sequential pattern mining.
Results demonstrate that the occurrence of compound and cascading drought impacts follow a pattern and do not happen by chance. Indeed, statistically significant co-occurrence associations outnumbered randomly distributed ones (91.1% versus 8.9%). This has important implications for impact mitigation, suggesting that the understanding of past patterns can help in the prediction of future consequences. Based on this information, efforts can be directed to reduce the initiation of impact interaction networks. Moreover, the visualizations used can support the communication regarding impacts interactions, facilitating a knowledge-driven response by those involved in drought risk management.
The tools used here can be applied to other hazards. The obtained results can serve help to develop complex models for understanding causalities between drought consequences. They can, for instance, support the development of system dynamics and agent-based models. Hence, instead of using qualitative perceptions, the causal equations would be data-driven. We expect that this work will encourage a more holistic approach to natural hazards impact research.
de Brito, M.M., Kuhlicke, C., Marx, A. (2020) Near-real-time drought impact assessment: A text mining approach on the 2018/19 drought in Germany. Environmental Research Letters. doi:10.1088/1748-9326/aba4ca
How to cite: Madruga de Brito, M. and Kuhlicke, C.: Compound and cascading drought impacts do not happen by chance: a proposal to quantify their relationships, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-673, https://doi.org/10.5194/egusphere-egu21-673, 2021.
EGU21-3146 | vPICO presentations | NH10.4
Future storylines of the 2012 soybean failure eventHenrique Moreno Dumont Goulart, Bart van den Hurk, and Karin van der Wiel
Weather events are a common cause for crop failures all over the world. Whilst extreme weather conditions may cause extreme impacts, the most common type of failure-inducing weather events are compounded. For these cases, explaining which conditions triggered a failure event is a complex task, as the links connecting climate and crop yield can be multiple and non-linear. On top of that, the climate change is likely to perturb the interface between climate and agriculture, possibly altering the occurrences or the drivers of crop failures, or generating new types of extreme impacts. In this context, the goal of this study is to demonstrate how global warming can affect the climate-crop connection. For that, we use a storyline approach and focus on an observed failure event, the extreme low soybean production during the 2012 season in hotspots regions, such as the Midwest US, Brazil and Argentina. The scale of this event drove the global soybean prices to the highest values ever recorded. We set out to quantify the change in occurrence of similar events in a warmer scenario. The storylines allow for event attribution, where a given impact can be examined and its causes disentangled. Here, four hotspots of soybean production are examined to contemplate the local consequences of climate change. The study is divided in two parts. We first link climatic features with soybean yields. For each hotspot region, a random forest classifier model is used to establish which meteorological variables are most important and how they are correlated with low soybean yields. With the model trained, we identify the climatic conditions that lead to the 2012 event. Second, we explore the influence of global warming on crop failures. Three large ensembles of simulated weather are obtained from the EC-Earth global climate model, one relating to the present-day period (including the 2012 event) and two relating to future periods with different levels of future warming . We apply the random forest model to these data, and obtain failure statistics for both present and future conditions, isolating the influence of climate change on the soybean failure.
How to cite: Moreno Dumont Goulart, H., van den Hurk, B., and van der Wiel, K.: Future storylines of the 2012 soybean failure event, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3146, https://doi.org/10.5194/egusphere-egu21-3146, 2021.
Please decide on your access
Please use the buttons below to download the presentation materials or to visit the external website where the presentation is linked. Regarding the external link, please note that Copernicus Meetings cannot accept any liability for the content and the website you will visit.
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We are sorry, but presentations are only available for users who registered for the conference. Thank you.
Weather events are a common cause for crop failures all over the world. Whilst extreme weather conditions may cause extreme impacts, the most common type of failure-inducing weather events are compounded. For these cases, explaining which conditions triggered a failure event is a complex task, as the links connecting climate and crop yield can be multiple and non-linear. On top of that, the climate change is likely to perturb the interface between climate and agriculture, possibly altering the occurrences or the drivers of crop failures, or generating new types of extreme impacts. In this context, the goal of this study is to demonstrate how global warming can affect the climate-crop connection. For that, we use a storyline approach and focus on an observed failure event, the extreme low soybean production during the 2012 season in hotspots regions, such as the Midwest US, Brazil and Argentina. The scale of this event drove the global soybean prices to the highest values ever recorded. We set out to quantify the change in occurrence of similar events in a warmer scenario. The storylines allow for event attribution, where a given impact can be examined and its causes disentangled. Here, four hotspots of soybean production are examined to contemplate the local consequences of climate change. The study is divided in two parts. We first link climatic features with soybean yields. For each hotspot region, a random forest classifier model is used to establish which meteorological variables are most important and how they are correlated with low soybean yields. With the model trained, we identify the climatic conditions that lead to the 2012 event. Second, we explore the influence of global warming on crop failures. Three large ensembles of simulated weather are obtained from the EC-Earth global climate model, one relating to the present-day period (including the 2012 event) and two relating to future periods with different levels of future warming . We apply the random forest model to these data, and obtain failure statistics for both present and future conditions, isolating the influence of climate change on the soybean failure.
How to cite: Moreno Dumont Goulart, H., van den Hurk, B., and van der Wiel, K.: Future storylines of the 2012 soybean failure event, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-3146, https://doi.org/10.5194/egusphere-egu21-3146, 2021.
EGU21-2720 | vPICO presentations | NH10.4 | Highlight
Drivers and future changes in simultaneous extremes and their implications for global food securityKai Kornhuber, Corey Lesk, Peter Pfleiderer, Jonas Jägermeyer, Carl-Friedrich Schleussner, and Radley Horton
In a strongly interconnected world, simultaneous extreme weather events in far-away regions could potentially impose high-end risks for societies. In the mid-latitudes, amplified Rossby waves are associated with a strongly meandering jet-stream causing simultaneous heatwaves and floods across multiple major crop producing regions simultaneously with detrimental effects on harvests and potential implications for global food security.
While no scientific consensus on future changes in these wave events has been established so far, impacts of associated extremes are expected to become more severe due to thermodynamic factors alone, possibly enhancing crop production co-variability across major breadbasket regions and amplifying future risks of multiple harvest failures.
Quantifying future changes in crop co-variability linked to amplified Rossby waves faces a key challenge: Models need to exhibit sufficient skill along a chain of complex and non-linear features, namely i. Rossby Wave characteristics, ii. location and magnitude of associated surface extremes and iii. respective yield response. Here we investigate those relationships in the latest CMIP6 and GGCMI model simulations, providing preliminary results on future changes in crop production co-variability, linked to amplified Rossby waves.
How to cite: Kornhuber, K., Lesk, C., Pfleiderer, P., Jägermeyer, J., Schleussner, C.-F., and Horton, R.: Drivers and future changes in simultaneous extremes and their implications for global food security, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2720, https://doi.org/10.5194/egusphere-egu21-2720, 2021.
In a strongly interconnected world, simultaneous extreme weather events in far-away regions could potentially impose high-end risks for societies. In the mid-latitudes, amplified Rossby waves are associated with a strongly meandering jet-stream causing simultaneous heatwaves and floods across multiple major crop producing regions simultaneously with detrimental effects on harvests and potential implications for global food security.
While no scientific consensus on future changes in these wave events has been established so far, impacts of associated extremes are expected to become more severe due to thermodynamic factors alone, possibly enhancing crop production co-variability across major breadbasket regions and amplifying future risks of multiple harvest failures.
Quantifying future changes in crop co-variability linked to amplified Rossby waves faces a key challenge: Models need to exhibit sufficient skill along a chain of complex and non-linear features, namely i. Rossby Wave characteristics, ii. location and magnitude of associated surface extremes and iii. respective yield response. Here we investigate those relationships in the latest CMIP6 and GGCMI model simulations, providing preliminary results on future changes in crop production co-variability, linked to amplified Rossby waves.
How to cite: Kornhuber, K., Lesk, C., Pfleiderer, P., Jägermeyer, J., Schleussner, C.-F., and Horton, R.: Drivers and future changes in simultaneous extremes and their implications for global food security, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-2720, https://doi.org/10.5194/egusphere-egu21-2720, 2021.
EGU21-15476 | vPICO presentations | NH10.4
Compound disaster scenarios for risk management assessment in CAREC countriesIain Willis, Amanda Cheong, Christopher Au, Anirudh Rao, and Ian Millinship
A compound disaster defines a situation with adverse consequences resulting from different, but related, disaster‐agents (ICLA 1996). These low probability extreme events can correspond to events with multiple concurrent or consecutive drivers, resulting in major financial or physical loss (Sadegh et al., 2018). In this study, disaster scenarios involving natural hazards and pandemics were developed to assess the risk and implications of a compound event to member countries of the Central Asia Regional Economic Cooperation (CAREC) area.
A partnership of 11 countries (Afghanistan, Azerbaijan, China (Inner Mongolia Autonomous Region; Xinjiang Uyghur Autonomous Region), Georgia, Kazakhstan, Kyrgyz Republic, Mongolia, Pakistan, Tajikistan, Turkmenistan and Uzbekistan) across Asia, the CAREC countries work together to promote sustainable development, economic growth and reduce poverty. High exposure to flooding and earthquake coupled with low insurance penetration means natural catastrophes are significantly material to the public sector balance sheet. This collaborative study involving multiple hazard modelling agencies assesses the potential impact of natural perils concurrent to pandemic/epidemic outbreaks.
The compound events developed represent Realistic Disaster Scenarios (RDS) for the specific areas they represent and are based on plausible low-probability, high-consequence events such as the 2015 floods in Tbilisi and the 1905 Bolnai earthquake in Mongolia. The impact of the natural events is then further compounded by modelled infectious disease outbreaks for each given scenario.
High resolution fluvial and pluvial flood hazard scenario footprints (30m x 30m), earthquake hazard intensity maps and gridded population data (Worldpop) are modelled alongside outbreaks including respiratory (including flu), Nipah and Crimean-Congo haemorrhagic fever, to assess the compounded impact. The humanitarian and financial loss potential of these events are then presented in the context of alternative disaster risk financing measures and adaptation strategies aimed at increased resilience.
ICLA (1996), International Conference on Local Authorities Confronting Disasters and Emergencies, Background Documents, Amsterdam.
Sadegh, M., Moftakhari, H., Gupta, H. V., Ragno, E., Mazdiyasni, O., Sanders, B., ... & AghaKouchak, A. (2018). Multihazard scenarios for analysis of compound extreme events. Geophysical Research Letters, 45(11), 5470-5480.
How to cite: Willis, I., Cheong, A., Au, C., Rao, A., and Millinship, I.: Compound disaster scenarios for risk management assessment in CAREC countries, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15476, https://doi.org/10.5194/egusphere-egu21-15476, 2021.
A compound disaster defines a situation with adverse consequences resulting from different, but related, disaster‐agents (ICLA 1996). These low probability extreme events can correspond to events with multiple concurrent or consecutive drivers, resulting in major financial or physical loss (Sadegh et al., 2018). In this study, disaster scenarios involving natural hazards and pandemics were developed to assess the risk and implications of a compound event to member countries of the Central Asia Regional Economic Cooperation (CAREC) area.
A partnership of 11 countries (Afghanistan, Azerbaijan, China (Inner Mongolia Autonomous Region; Xinjiang Uyghur Autonomous Region), Georgia, Kazakhstan, Kyrgyz Republic, Mongolia, Pakistan, Tajikistan, Turkmenistan and Uzbekistan) across Asia, the CAREC countries work together to promote sustainable development, economic growth and reduce poverty. High exposure to flooding and earthquake coupled with low insurance penetration means natural catastrophes are significantly material to the public sector balance sheet. This collaborative study involving multiple hazard modelling agencies assesses the potential impact of natural perils concurrent to pandemic/epidemic outbreaks.
The compound events developed represent Realistic Disaster Scenarios (RDS) for the specific areas they represent and are based on plausible low-probability, high-consequence events such as the 2015 floods in Tbilisi and the 1905 Bolnai earthquake in Mongolia. The impact of the natural events is then further compounded by modelled infectious disease outbreaks for each given scenario.
High resolution fluvial and pluvial flood hazard scenario footprints (30m x 30m), earthquake hazard intensity maps and gridded population data (Worldpop) are modelled alongside outbreaks including respiratory (including flu), Nipah and Crimean-Congo haemorrhagic fever, to assess the compounded impact. The humanitarian and financial loss potential of these events are then presented in the context of alternative disaster risk financing measures and adaptation strategies aimed at increased resilience.
ICLA (1996), International Conference on Local Authorities Confronting Disasters and Emergencies, Background Documents, Amsterdam.
Sadegh, M., Moftakhari, H., Gupta, H. V., Ragno, E., Mazdiyasni, O., Sanders, B., ... & AghaKouchak, A. (2018). Multihazard scenarios for analysis of compound extreme events. Geophysical Research Letters, 45(11), 5470-5480.
How to cite: Willis, I., Cheong, A., Au, C., Rao, A., and Millinship, I.: Compound disaster scenarios for risk management assessment in CAREC countries, EGU General Assembly 2021, online, 19–30 Apr 2021, EGU21-15476, https://doi.org/10.5194/egusphere-egu21-15476, 2021.